EN 1997-2:2007/AC:2010
Current
Current
The latest, up-to-date edition.
EUROCODE 7 - GEOTECHNICAL DESIGN - PART 2: GROUND INVESTIGATION AND TESTING
Amendment of
Published date
02-06-2010
Publisher
Foreword
Section 1 - General
Section 2 - Planning of ground investigations
Section 3 - Soil and rock sampling and groundwater measurements
Section 4 - Field tests in soil and rock
Section 5 - Laboratory tests on soil and rock
Section 6 - Ground investigation report
Annex A (informative) - List of test results of geotechnical
test standards
Annex B (informative) - Planning of geotechnical investigations
Annex C (informative) - Example of groundwater pressure derivations
based on a model and long term measurements
Annex D (informative) - Cone and piezocone penetration tests
Annex E (informative) - Pressure meter test
Annex F (informative) - Standard penetration test
Annex G (informative) - Dynamic probing test
Annex H (informative) - Weight sounding test
Annex I (informative) - Field vane test
Annex J (informative) - Flat dilatometer test Example of correlations
between E[OED] and DMT results
Annex K (informative) - Plate loading test
Annex L (informative) - Detailed information on preparation of soil
specimens for testing
Annex M (informative) - Detailed information on tests for
classification, identification and description of soil
Annex N (informative) - Detailed information on chemical testing
of soil
Annex O (informative) - Detailed information on strength index
testing of soil
Annex P (informative) - Detailed information on strength testing
of soil
Annex Q (informative) - Detailed information on compressibility
testing of soil
Annex R (informative) - Detailed information on compaction testing
of soil
Annex S (informative) - Detailed information on permeability testing
of soil
Annex T (informative) - Preparation of specimen for testing on rock
material
Annex U (informative) - Classification testing of rock material
Annex V (informative) - Swelling testing of rock material
Annex W (informative) - Strength testing of rock material
Annex X (informative) - Bibliography
Gives rules supplementary to EN 1997-1 related to: (a) planning and reporting of ground investigations; (b) general requirements for a number of commonly used laboratory and field tests; (c) interpretation and evaluation of test results; (d) derivation of values of geotechnical parameters and coefficients.
| Committee |
CEN/TC 250
|
| DevelopmentNote |
Supersedes ENV 1997-2 and ENV 1997-3. (04/2007)
|
| DocumentType |
Standard
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Current
|
| Standards | Relationship |
| NBN EN 1997-2 : 2007 COR 2010 | Identical |
| NF EN 1997-2 : 2007 | Identical |
| NEN EN 1997-2 : 2007 C1 2010 | Identical |
| NS EN 1997-2 : 2007 AC 2010 | Identical |
| I.S. EN 1997-2:2007 | Identical |
| PN EN 1997-2 : 2009 AC 2010 | Identical |
| SN EN 1997-2 : 2007 | Identical |
| UNI EN 1997-2 : 2007 | Identical |
| BS EN 1997-2:2007 | Identical |
| DIN EN 1997-2:2010-10 | Identical |
| DIN EN ISO 18674-2 E : 2017 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - PART 2: MEASUREMENT OF DISPLACEMENTS ALONG A LINE: EXTENSOMETERS (ISO 18674-2:2016) |
| 16/30330825 DC : 0 | BS EN ISO 22477-4 - GEOTECHNICAL INVESTIGATION AND TESTING - TESTING OF GEOTECHNICAL STRUCTURES - PART 4: TESTING OF PILES DYNAMIC LOAD TESTING |
| UNE-EN 50341-1:2017 | Overhead electrical lines exceeding AC 1 kV - Part 1: General requirements - Common specifications |
| UNE-EN ISO 22476-1:2015 | Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test (ISO 22476-1:2012) |
| 08/30192726 DC : 0 | BS EN 1538 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS |
| EN ISO 22282-4:2012 | Geotechnical investigation and testing - Geohydraulic testing - Part 4: Pumping tests (ISO 22282-4:2012) |
| I.S. CEN ISO TS 22476-11:2005 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 11: FLAT DILATOMETER TEST |
| 14/30295176 DC : 0 | BS EN ISO 17892-3 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY |
| PREN 14199 : DRAFT 2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - MICROPILES |
| 16/30340684 DC : 0 | BS EN ISO 17892-8 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST |
| DIN EN ISO 18674-1 E : 2015 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - PART 1: GENERAL RULES (ISO 18674-1:2015) |
| DIN EN ISO 22476-5:2013-03 | Geotechnical investigation and testing - Field testing - Part 5: Flexible dilatometer test (ISO 22476-5:2012) |
| UNE-EN ISO 18674-1:2016 | Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 1: General rules (ISO 18674-1:2015) |
| ISO 22476-10:2017 | Geotechnical investigation and testing — Field testing — Part 10: Weight sounding test |
| 08/30152055 DC : DRAFT APR 2008 | BS EN 50518-1 - MONITORING AND ALARM RECEIVING CENTER - PART 1: LOCATION AND CONSTRUCTION REQUIREMENTS |
| DIN EN ISO 22282-2:2012-09 | Geotechnical investigation and testing - Geohydraulic testing - Part 2: Water permeability tests in a borehole using open systems (ISO 22282-2:2012) |
| DIN EN ISO 22282-4:2012-09 | Geotechnical investigation and testing - Geohydraulic testing - Part 4: Pumping tests (ISO 22282-4:2012) |
| I.S. EN ISO 22282-2:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 2: WATER PERMEABILITY TESTS IN A BOREHOLE USING OPEN SYSTEMS (ISO 22282-2:2012) |
| 13/30280743 DC : 0 | BS EN 14199 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - MICROPILES |
| PREN 1536 : DRAFT 2008 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| PD CEN/TR 16376:2012 | Characterization of waste. Overall guidance document for characterization of waste from the extractive industries |
| 13/30277795 DC : 0 | BS EN ISO 17892-1 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 1: DETERMINATION OF WATER CONTENT (CONVERSION OF CEN ISO TS 17892-1 INTO EN) |
| UNE-EN ISO 22282-4:2014 | Geotechnical investigation and testing - Geohydraulic testing - Part 4: Pumping tests (ISO 22282-4:2012) |
| 05/30128302 DC : DRAFT JAN 2005 | EN ISO 22476-1 - GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 1: ELECTRICAL CONE AND PIEZOCONE PENETRATION TESTS |
| BS EN ISO 22282-3:2012 | Geotechnical investigation and testing. Geohydraulic testing Water pressure tests in rock |
| BS EN ISO 22476-5:2012 | Geotechnical investigation and testing. Field testing Flexible dilatometer test |
| BS EN 14490:2010 | Execution of special geotechnical works. Soil nailing |
| UNE-EN 1997-1:2016 | Eurocode 7: Geotechnical design - Part 1: General rules. |
| UNE-EN ISO 17892-1:2015 | Geotechnical investigation and testing - Laboratory testing of soil - Part 1: Determination of water content (ISO 17892-1:2014) |
| 07/30123715 DC : DRAFT NOV 2007 | BS EN ISO 22282-3 - GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 3: WATER PRESSURE TEST IN ROCK |
| PREN 50119 : DRAFT 2017 | RAILWAY APPLICATIONS - FIXED INSTALLATIONS - ELECTRIC TRACTION OVERHEAD CONTACT LINES |
| 05/30123732 DC : DRAFT JUN 2005 | EN ISO 22476-4 - GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 4: MENARD PRESSUREMETER TEST |
| I.S. CEN ISO TS 22476-10:2005 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 10: WEIGHT SOUNDING TEST |
| DIN EN ISO 14688-2:2016-07 (Draft) | GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF SOIL - PART 2: PRINCIPLES FOR A CLASSIFICATION (ISO 14688-2:2004 + AMD 1:2013) |
| I.S. EN ISO 17892-7:2018 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST (ISO 17892-7:2017) |
| I.S. EN ISO 22476-12:2009 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 12: MECHANICAL CONE PENETRATION TEST (CPTM) |
| I.S. EN ISO 22282-1:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 1: GENERAL RULES (ISO 22282-1:2012) |
| UNE-EN ISO 22476-12:2010 | Geotechnical investigation and testing - Field testing - Part 12: Mechanical cone penetration test (CPTM) (ISO 22476-12:2009) |
| BS EN 50341-1:2012 | Overhead electrical lines exceeding AC 1 kV General requirements. Common specifications |
| UNE-EN ISO 22476-7:2015 | Geotechnical investigation and testing - Field testing - Part 7: Borehole jack test (ISO 22476-7:2012) |
| BS EN ISO 17892-7:2018 | Geotechnical investigation and testing. Laboratory testing of soil Unconfined compression test |
| UNE-EN ISO 22282-5:2014 | Geotechnical investigation and testing - Geohydraulic testing - Part 5: Infiltrometer tests (ISO 22282-5:2012) |
| EN ISO 18674-3:2017 | Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 3: Measurement of displacements across a line: Inclinometers (ISO 18674-3:2017) |
| EN ISO 22476-4:2012 | Geotechnical investigation and testing - Field testing - Part 4: Ménard pressuremeter test (ISO 22476-4:2012) |
| DIN EN ISO 22475-1:2007-01 | Geotechnical investigation and testing - Sampling methods and groundwater measurements - Part 1: Technical principles for execution (ISO 22475-1:2006); German version EN ISO 22475-1:2006 |
| DIN EN ISO 22476-3:2012-03 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 3: STANDARD PENETRATION TEST (ISO 22476-3:2005 + AMD 1:2011) |
| DIN EN ISO 22476-2:2012-03 | Geotechnical investigation and testing - Field testing - Part 2: Dynamic probing (ISO 22476-2:2005 + Amd 1:2011) (includes Amendment A1:2011) |
| ISO 17892-2:2014 | Geotechnical investigation and testing Laboratory testing of soil Part 2: Determination of bulk density |
| BS EN 12699:2015 | Execution of special geotechnical works. Displacement piles |
| BS EN 1537:2013 | Execution of special geotechnical works. Ground anchors |
| DIN EN 1537:2001-01 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| I.S. EN 12699:2015 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - DISPLACEMENT PILES |
| EN ISO 22476-1:2012/AC:2013 | Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test - Technical Corrigendum 1 (ISO 22476-1:2012/Cor 1:2013) |
| CEN/TR 16376:2012 | Characterization of waste - Overall guidance document for characterization of waste from the extractive industries |
| I.S. EN ISO 22475-1:2006 | GEOTECHNICAL INVESTIGATION AND TESTING - SAMPLING METHODS AND GROUNDWATER MEASUREMENTS - PART 1: TECHNICAL PRINCIPLES FOR EXECUTION |
| CEN/TR 16365:2012 | Characterization of waste - Sampling of waste from extractive industries |
| CEN ISO/TS 22476-11:2005 | Geotechnical investigation and testing - Field testing - Part 11: Flat dilatometer test (ISO 22476-11:2005) |
| EN ISO 17892-1:2014 | Geotechnical investigation and testing - Laboratory testing of soil - Part 1: Determination of water content (ISO 17892-1:2014) |
| DIN EN ISO 22476-11 E : 2017 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 11: FLAT DILATOMETER TEST (ISO 22476-11:2017) |
| 14/30295181 DC : 0 | BS EN ISO 17892-4 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| 17/30331222 DC : 0 | BS EN 16432-1 - RAILWAY APPLICATIONS - BALLASTLESS TRACK SYSTEMS - PART 1: GENERAL REQUIREMENT |
| DIN EN ISO 17892-6 E : 2017 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 6: FALL CONE TEST (ISO 17892-6:2017) |
| DIN EN ISO 17892-4:2017-04 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION (ISO 17892-4:2016) |
| DIN EN ISO 17892-6:2015-02 (Draft) | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 6: FALL CONE TEST (ISO 17892-6:2017) |
| BS EN ISO 17892-3:2015 | Geotechnical investigation and testing. Laboratory testing of soil Determination of particle density |
| BS EN ISO 22476-7:2012 | Geotechnical investigation and testing. Field testing Borehole jack test |
| BS EN ISO 22282-2:2012 | Geotechnical investigation and testing. Geohydraulic testing Water permeability tests in a borehole using open systems |
| 16/30331264 DC : 0 | BS EN WI 22476-10 - GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 10: WEIGHT SOUNDING TEST |
| 11/30215604 DC : 0 | BS IEC 60913 - RAILWAY APPLICATIONS - FIXED INSTALLATIONS - ELECTRIC TRACTION OVERHEAD CONTACT LINES |
| I.S. EN ISO 17892-6:2017 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 6: FALL CONE TEST (ISO 17892-6:2017) |
| UNI EN ISO 14688-2 : 2013 | GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF SOIL - PART 2: PRINCIPLES FOR A CLASSIFICATION |
| UNE-EN ISO 22476-5:2014 | Geotechnical investigation and testing - Field testing - Part 5: Flexible dilatometer test (ISO 22476-5:2012) |
| PD CEN/TR 16365:2012 | Characterization of waste. Sampling of waste from extractive industries |
| BS EN ISO 22282-1:2012 | Geotechnical investigation and testing. Geohydraulic testing General rules |
| BS EN ISO 22282-5:2012 | Geotechnical investigation and testing. Geohydraulic testing Infiltrometer tests |
| 08/30123706 DC : DRAFT APR 2008 | ISO 22282-1 - GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 1: GENERAL RULES |
| UNI EN ISO 22282-5 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 5: INFILTROMETER TESTS |
| DIN EN ISO 22476-12:2009-10 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 12: MECHANICAL CONE PENETRATION TEST (CPTM) |
| 17/30341013 DC : DRAFT AUG 2017 | BS EN 50119 - RAILWAY APPLICATIONS - FIXED INSTALLATIONS - ELECTRIC TRACTION OVERHEAD CONTACT LINES |
| DIN EN ISO 17892-5:2015-02 (Draft) | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST (ISO 17892-5:2017) |
| DIN EN ISO 17892-4 E : 2017 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION (ISO 17892-4:2016) |
| I.S. EN ISO 22476-11:2017 + COR 2017 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 11: FLAT DILATOMETER TEST (ISO 22476-11:2017) |
| I.S. EN ISO 18674-1:2015 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - PART 1: GENERAL RULES (ISO 18674-1:2015) |
| I.S. EN ISO 22476-5:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 5: FLEXIBLE DILATOMETER TEST (ISO 22476-5:2012) |
| I.S. EN ISO 17892-4:2016 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION (ISO 7892-4:2016) |
| UNI EN ISO 22282-2 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 2: WATER PERMEABILITY TESTS IN A BOREHOLE USING OPEN SYSTEMS |
| UNE-EN ISO 22282-3:2014 | Geotechnical investigation and testing - Geohydraulic testing - Part 3: Water pressure tests in rock (ISO 22282-3:2012) |
| S.R. CEN/TR 16376:2012 | CHARACTERIZATION OF WASTE - OVERALL GUIDANCE DOCUMENT FOR CHARACTERIZATION OF WASTE FROM THE EXTRACTIVE INDUSTRIES |
| UNI EN ISO 22476-4 : 2013 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 4: MENARD PRESSUREMETER TEST |
| I.S. EN 50341-1:2012 | OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
| UNE-EN ISO 17892-2:2015 | Geotechnical investigation and testing - Laboratory testing of soil - Part 2: Determination of bulk density (ISO 17892-2:2014) |
| EN 50341-1:2012 | Overhead electrical lines exceeding AC 1 kV - Part 1: General requirements - Common specifications |
| DIN EN ISO 22476-11:2015-12 (Draft) | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 11: FLAT DILATOMETER TEST (ISO 22476-11:2017) |
| EN ISO 17892-7:2018 | Geotechnical investigation and testing - Laboratory testing of soil - Part 7: Unconfined compression test (ISO 17892-7:2017) |
| EN ISO 14688-2:2018 | Geotechnical investigation and testing - Identification and classification of soil - Part 2: Principles for a classification (ISO 14688-2:2017) |
| ISO 14688-2:2017 | Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification |
| I.S. EN 50119:2009 | RAILWAY APPLICATIONS - FIXED INSTALLATIONS - ELECTRIC TRACTION OVERHEAD CONTACT LINES |
| DIN EN 1537:2014-07 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| DIN EN 12699:2015-07 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - DISPLACEMENT PILES |
| DIN EN 1538:2015-10 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS |
| DIN EN 15237 E : 2007 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - VERTICAL DRAINAGE |
| DIN EN 14199:2015-07 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - MICROPILES |
| ISO/TS 22476-11:2005 | Geotechnical investigation and testing Field testing Part 11: Flat dilatometer test |
| BS EN 1538 : 2010 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - DIAPHRAGM WALLS |
| DIN EN 1536:2015-10 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| DIN EN ISO 18674-2:2017-03 | Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 2: Measurement of displacements along a line: Extensometers (ISO 18674-2:2016) |
| I.S. EN 1536:2010 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| I.S. EN 1537:2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| I.S. EN 1538:2010 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS |
| I.S. EN 14199:2015 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - MICROPILES |
| DIN EN ISO 22282-3:2012-09 | Geotechnical investigation and testing - Geohydraulic testing - Part 3: Water pressure tests in rock (ISO 22282-3:2012) |
| UNI EN ISO 22476-1 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 1: ELECTRICAL CONE AND PIEZOCONE PENETRATION TEST |
| DIN 1054:2010-12 | Subsoil - Verification of the safety of earthworks and foundations - Supplementary rules to DIN EN 1997-1 |
| DIN EN 16432-1:2015-04 (Draft) | RAILWAY APPLICATIONS - BALLASTLESS TRACK SYSTEMS - PART 1: GENERAL REQUIREMENTS |
| 14/30304212 DC : 0 | BS EN ISO 17892-6 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 6: FALL CONE TEST |
| 08/30123709 DC : DRAFT APR 2008 | ISO 22282-2 - GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 2: WATER PERMEABILITY TESTS IN A BOREHOLE |
| BS EN ISO 18674-1:2015 | Geotechnical investigation and testing. Geotechnical monitoring by field instrumentation General rules |
| 16/30331267 DC : 0 | BS EN ISO 18674-3 - GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - PART 3: MEASUREMENT OF DISPLACEMENTS ACROSS A LINE: INCLINOMETERS |
| BS EN ISO 17892-4:2016 | Geotechnical investigation and testing. Laboratory testing of soil Determination of particle size distribution |
| 13/30285160 DC : 0 | BS EN ISO 18674 - GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - GENERAL RULES |
| DIN EN ISO 17892-1:2015-03 | Geotechnical investigation and testing - Laboratory testing of soil - Part 1: Determination of water content (ISO 17892-1:2014) |
| 16/30310840 DC : 0 | BS EN ISO 14688-2 - GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF SOIL - PART 2: PRINCIPLES FOR A CLASSIFICATION |
| 08/30192723 DC : 0 | BS EN 1536 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| I.S. EN 1997-1:2005 | EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES |
| DIN EN ISO 22282-6:2012-09 | Geotechnical investigation and testing - Geohydraulic testing - Part 6: Water permeability tests in a borehole using closed systems (ISO 22282-6:2012) |
| DIN EN ISO 17892-1 E : 2015 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 1: DETERMINATION OF WATER CONTENT (ISO 17892-1:2014) |
| NF EN 50119 : 2010 AMD 1 2013 | RAILWAY APPLICATIONS - FIXED INSTALLATIONS - ELECTRIC TRACTION OVERHEAD CONTACT LINES |
| 13/30277798 DC : 0 | BS EN ISO 17892-2 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE-GRAINED SOIL (CONVERSION OF CEN ISO TS 17892-2 INTO EN) |
| BS EN ISO 22477-10:2016 | Geotechnical investigation and testing. Testing of geotechnical structures Testing of piles: rapid load testing |
| BS EN ISO 19901-8:2015 | Petroleum and natural gas industries. Specific requirements for offshore structures Marine soil investigations |
| 14/30292491 DC : 0 | BS EN ISO 22477-10 - GEOTECHNICAL INVESTIGATION AND TESTING - TESTING OF GEOTECHNICAL STRUCTURES - PART 10: TESTING OF PILES: RAPID LOAD TESTING |
| BS EN ISO 22476-11:2017 | Geotechnical investigation and testing. Field testing Flat dilatometer test |
| 07/30123721 DC : DRAFT DEC 2007 | BS ISO 22282-4 - GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 4: PUMPING TESTS |
| 16/30340680 DC : 0 | BS EN ISO 17892-7 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST |
| 07/30172380 DC : 0 | BS EN 14490 - EXECUTION OF SPECIAL GEOTECHNICAL WORKS - SOIL NAILING |
| BS EN ISO 22476-4:2012 | Geotechnical investigation and testing. Field testing Ménard pressuremeter test |
| UNE-EN ISO 22282-1:2013 | Geotechnical investigation and testing - Geohydraulic testing - Part 1: General rules (ISO 22282-1:2012) |
| 14/30292494 DC : 0 | BS EN ISO 22476-15 - GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 15: MEASURING WHILE DRILLING |
| DIN EN ISO 17892-2 E : 2015 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF BULK DENSITY (ISO 17892-2:2014) |
| DIN EN 16432-1 E : 2017 | RAILWAY APPLICATIONS - BALLASTLESS TRACK SYSTEMS - PART 1: GENERAL REQUIREMENTS |
| UNI EN ISO 22282-3 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 3: WATER PRESSURE TESTS IN ROCK |
| I.S. EN ISO 22476-10:2017 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 10: WEIGHT SOUNDING TEST (ISO 22476-10:2017) |
| I.S. EN ISO 22476-4:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 4: MENARD PRESSUREMETER TEST (ISO 22476-4:2012) |
| I.S. EN ISO 17892-8:2018 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST (ISO 17892-8:2018) |
| S.R. CEN/TR 16365:2012 | CHARACTERIZATION OF WASTE - SAMPLING OF WASTE FROM EXTRACTIVE INDUSTRIES |
| I.S. EN ISO 18674-2:2016 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - PART 2: MEASUREMENT OF DISPLACEMENTS ALONG A LINE: EXTENSOMETERS (ISO 18674- 2:2016) |
| PREN 12699 : DRAFT 2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - DISPLACEMENT PILES |
| 15/30329101 DC : 0 | BS EN 16907-6 - EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL |
| PREN ISO 17892-2 : DRAFT 2013 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE-GRAINED SOIL (ISO 17892-2:2013) |
| CEI EN 50341-1 : 2013 | OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
| IEC 60913:2013 | Railway applications - Fixed installations - Electric traction overhead contact lines |
| UNI EN ISO 22476-5 : 2013 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 5: FLEXIBLE DILATOMETER TEST |
| EN ISO 17892-8:2018 | Geotechnical investigation and testing - Laboratory testing of soil - Part 8: Unconsolidated undrained triaxial test (ISO 17892-8:2018) |
| I.S. EN 1993-4-1:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
| DIN EN 1997-1:2014-03 | EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES |
| ISO 22476-11:2017 | Geotechnical investigation and testing — Field testing — Part 11: Flat dilatometer test |
| BS EN 15237:2007 | Execution of special geotechnical works. Vertical drainage |
| ISO 19901-8:2014 | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations |
| ISO 17892-5:2017 | Geotechnical investigation and testing Laboratory testing of soil Part 5: Incremental loading oedometer test |
| ISO 22476-2:2005 | Geotechnical investigation and testing Field testing Part 2: Dynamic probing |
| EEMUA 207 : 2009 | DOUBLE CONCRETE TANKS FOR LIQUEFIED GAS - GUIDE TO DESIGN, CONSTRUCTION AND OPERATION |
| CSA ISO 19901-8 : 2015 | PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS |
| CSA ISO 19901-8:15 (R2020) | Petroleum and natural gas industries — Specific requirements for offshore structures — Part 8: Marine soil investigations (Adopted ISO 19901-8:2014, first edition, 2014-12-01) |
| EN ISO 22476-12:2009 | Geotechnical investigation and testing - Field testing - Part 12: Mechanical cone penetration test (CPTM) (ISO 22476-12:2009) |
| UNI EN 1537 : 2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| UNI EN ISO 22476-3 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 3: STANDARD PENETRATION TEST |
| UNI EN 1992-3 : 2006 | EUROCODE 2 - DESIGN OF CONCRETE STRUCTURES - PART 3: LIQUID RETAINING AND CONTAINMENT STRUCTURES |
| UNI EN 1993-4-3 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-3: PIPELINES |
| UNI EN 1997-1 : 2013 | EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES |
| UNI EN ISO 22476-2 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 2: DYNAMIC PROBING |
| UNE-EN ISO 22476-4:2016 | Geotechnical investigation and testing - Field testing - Part 4: Ménard pressuremeter test (ISO 22476-4:2012) |
| 14/30292497 DC : 0 | BS EN ISO 22476-9 - GROUND INVESTIGATION AND TESTING - FIELD TESTING - PART 9: FIELD VANE TEST |
| BS EN ISO 22282-4:2012 | Geotechnical investigation and testing. Geohydraulic testing Pumping tests |
| 15/30303461 DC : 0 | BS EN 16907-5 - EARTHWORKS - PART 5: QUALITY CONTROL |
| BS EN ISO 22476-10:2017 | Geotechnical Investigation and testing. Field testing Weight sounding test |
| BS EN ISO 17892-1:2014 | Geotechnical investigation and testing. Laboratory testing of soil Determination of water content |
| DIN EN ISO 17892-2:2015-03 | Geotechnical investigation and testing - Laboratory testing of soil - Part 2: Determination of bulk density (ISO 17892-2:2014) |
| DIN EN 14490:2010-11 | Execution of special geotechnical works - Soil nailing |
| 12/30260570 DC : 0 | BS EN 50341-1 - OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
| 16/30340688 DC : 0 | BS EN ISO 17892-9 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER-SATURATED SOILS |
| I.S. EN ISO 22476-1:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 1: ELECTRICAL CONE AND PIEZOCONE PENETRATION TEST (ISO 22476-1:2012) |
| 09/30211159 DC : 0 | BS EN ISO 22476-9 - GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 9: FIELD VANE TEST |
| BS EN ISO 17892-2:2014 | Geotechnical investigation and testing. Laboratory testing of soil Determination of bulk density |
| I.S. EN ISO 22282-3:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 3: WATER PRESSURE TESTS IN ROCK (ISO 22282-3:2012) |
| BS EN ISO 22282-6:2012 | Geotechnical investigation and testing. Geohydraulic testing Water permeability tests in a borehole using closed systems |
| UNI EN ISO 22282-1 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 1: GENERAL RULES |
| DIN EN ISO 22282-1:2012-09 | Geotechnical investigation and testing - Geohydraulic testing - Part 1: General rules (ISO 22282-1:2012) |
| DIN EN ISO 22282-5:2012-09 | Geotechnical investigation and testing - Geohydraulic testing - Part 5: Infiltrometer tests (ISO 22282-5:2012) |
| DIN EN ISO 22476-4:2013-03 | Geotechnical investigation and testing - Field testing - Part 4: M?nard pressuremeter test (ISO 22476-4:2012); German version EN ISO 22476-4:2012 |
| 14/30304208 DC : 0 | BS EN ISO 17892-5 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST |
| BS EN ISO 17892-5:2017 | Geotechnical investigation and testing. Laboratory testing of soil Incremental loading oedometer test |
| DD CEN ISO/TS 22476-11:2006 | Geotechnical investigation and testing. Field testing Flat dilatometer test |
| UNI EN ISO 22476-7 : 2013 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 7: BOREHOLE JACK TEST |
| DIN EN ISO 22476-7:2013-03 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 7: BOREHOLE JACK TEST (ISO 22476-7:2012) |
| NF EN 14490 : 2010 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - SOIL NAILING |
| DIN EN ISO 17892-5 E : 2017 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST (ISO 17892-5:2017) |
| DIN EN 14490 E : 2010 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - SOIL NAILING |
| UNE-EN ISO 22282-2:2013 | Geotechnical investigation and testing - Geohydraulic testing - Part 2: Water permeability tests in a borehole using open systems (ISO 22282-2:2012) |
| I.S. EN ISO 19901-8:2015 | PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS (ISO 19901-8:2014) |
| ISO 17892-9:2018 | Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water saturated soils |
| I.S. EN ISO 17892-2:2014 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF BULK DENSITY (ISO 17892-2:2014) |
| UNI EN 14490 : 2010 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - SOIL NAILING |
| DIN EN ISO 18674-2:2015-08 (Draft) | GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - PART 2: MEASUREMENT OF DISPLACEMENTS ALONG A LINE: EXTENSOMETERS (ISO 18674-2:2016) |
| I.S. EN ISO 17892-1:2014 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 1: DETERMINATION OF WATER CONTENT (ISO 17892-1:2014) |
| I.S. EN ISO 22282-4:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 4: PUMPING TESTS (ISO 22282-4:2012) |
| 16/30329098 DC : 0 | BS EN 16907-1 - EARTHWORKS - PART 1: PRINCIPLES AND GENERAL RULES |
| 15/30326284 DC : 0 | BS EN 16907-2 - EARTHWORKS - PART 2: CLASSIFICATION OF MATERIALS |
| EN ISO 22476-10:2017 | Geotechnical investigation and testing - Field testing - Part 10: Weight sounding test (ISO 22476-10:2017) |
| UNE-EN 15237:2011 | Execution of special geotechnical works - Vertical drainage |
| PREN 16907-6 : DRAFT 2015 | EARTHWORKS - PART 6: LAND RECLAMATION WITH DREDGED HYDRAULIC FILL |
| I.S. EN 14490:2010 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - SOIL NAILING |
| ISO 22282-1:2012 | Geotechnical investigation and testing — Geohydraulic testing — Part 1: General rules |
| BS EN ISO 22476-3 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 3: STANDARD PENETRATION TEST |
| ISO 22282-6:2012 | Geotechnical investigation and testing — Geohydraulic testing — Part 6: Water permeability tests in a borehole using closed systems |
| ISO 22282-4:2012 | Geotechnical investigation and testing Geohydraulic testing Part 4: Pumping tests |
| UNE-EN 1538:2011 | Execution of special geotechnical work - Diaphragm walls |
| I.S. EN 50119:2020 | Railway applications - Fixed installations - Electric traction overhead contact lines |
| ISO 22282-2:2012 | Geotechnical investigation and testing — Geohydraulic testing — Part 2: Water permeability tests in a borehole using open systems |
| ISO 22476-1:2012 | Geotechnical investigation and testing — Field testing — Part 1: Electrical cone and piezocone penetration test |
| ISO 22476-3:2005 | Geotechnical investigation and testing — Field testing — Part 3: Standard penetration test |
| ISO 22476-4:2012 | Geotechnical investigation and testing Field testing Part 4: Mnard pressuremeter test |
| ISO 22477-10:2016 | Geotechnical investigation and testing Testing of geotechnical structures Part 10: Testing of piles: rapid load testing |
| BS EN 1536 : 2010 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| ISO/TS 22476-10:2005 | Geotechnical investigation and testing Field testing Part 10: Weight sounding test |
| ISO 17892-4:2016 | Geotechnical investigation and testing Laboratory testing of soil Part 4: Determination of particle size distribution |
| ISO 22476-5:2012 | Geotechnical investigation and testing — Field testing — Part 5: Flexible dilatometer test |
| ISO 22476-12:2009 | Geotechnical investigation and testing Field testing Part 12: Mechanical cone penetration test (CPTM) |
| EN 50119 : 2009 AMD 1 2013 | RAILWAY APPLICATIONS - FIXED INSTALLATIONS - ELECTRIC TRACTION OVERHEAD CONTACT LINES |
| BS EN 1998-5:2004 | Eurocode 8. Design of structures for earthquake resistance Foundations, retaining structures and geotechnical aspects |
| DIN EN 15237:2007-06 | Execution of special geotechnical works - Vertical drainage |
| UNE-EN ISO 22475-1:2010 | Geotechnical investigation and testing - Sampling methods and groundwater measurements - Part 1: Technical principles for execution (ISO 22475-1:2006) |
| ISO 22475-1:2006 | Geotechnical investigation and testing Sampling methods and groundwater measurements Part 1: Technical principles for execution |
| EN 1538:2010+A1:2015 | Execution of special geotechnical work - Diaphragm walls |
| EN 1536:2010+A1:2015 | Execution of special geotechnical work - Bored piles |
| EN ISO 22282-6:2012 | Geotechnical investigation and testing - Geohydraulic testing - Part 6: Water permeability tests in a borehole using closed systems (ISO 22282-6:2012) |
| EN ISO 22282-1:2012 | Geotechnical investigation and testing - Geohydraulic testing - Part 1: General rules (ISO 22282-1:2012) |
| EN 14490:2010 | Execution of special geotechnical works - Soil nailing |
| EN ISO 18674-2:2016 | Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 2: Measurement of displacements along a line: Extensometers (ISO 18674-2:2016) |
| EN ISO 19901-8:2015 | Petroleum and natural gas industries - Specific requirements for offshore structures - Part 8: Marine soil investigations (ISO 19901-8:2014) |
| EN ISO 22282-2:2012 | Geotechnical investigation and testing - Geohydraulic testing - Part 2: Water permeability tests in a borehole using open systems (ISO 22282-2:2012) |
| EN ISO 18674-1:2015 | Geotechnical investigation and testing - Geotechnical monitoring by field instrumentation - Part 1: General rules (ISO 18674-1:2015) |
| EN ISO 22476-5:2012 | Geotechnical investigation and testing - Field testing - Part 5: Flexible dilatometer test (ISO 22476-5:2012) |
| EN ISO 22476-3:2005/A1:2011 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 3: STANDARD PENETRATION TEST (ISO 22476-3:2005) |
| EN 16432-1:2017 | Railway applications - Ballastless track systems - Part 1: General requirements |
| EN ISO 22477-10:2016 | Geotechnical investigation and testing - Testing of geotechnical structures - Part 10: Testing of piles: rapid load testing (ISO 22477-10:2016) |
| EN 15237:2007 | Execution of special geotechnical works - Vertical drainage |
| EN 1537:2013 | Execution of special geotechnical works - Ground anchors |
| EN 1997-1:2004/A1:2013 | EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES |
| EN 1998-5:2004 | EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 5: FOUNDATIONS, RETAINING STRUCTURES AND GEOTECHNICAL ASPECTS |
| EN ISO 22476-11:2017 | Geotechnical investigation and testing - Field testing - Part 11: Flat dilatometer test (ISO 22476-11:2017) |
| EN ISO 22282-3:2012 | Geotechnical investigation and testing - Geohydraulic testing - Part 3: Water pressure tests in rock (ISO 22282-3:2012) |
| EN ISO 22476-7:2012 | Geotechnical investigation and testing - Field testing - Part 7: Borehole jack test (ISO 22476-7:2012) |
| EN ISO 17892-3:2015 | Geotechnical investigation and testing - Laboratory testing of soil - Part 3: Determination of particle density (ISO 17892-3:2015, Corrected version 2015-12-15) |
| EN ISO 22282-5:2012 | Geotechnical investigation and testing - Geohydraulic testing - Part 5: Infiltrometer tests (ISO 22282-5:2012) |
| EN 14199:2015 | Execution of special geotechnical works - Micropiles |
| EN ISO 17892-5:2017 | Geotechnical investigation and testing - Laboratory testing of soil - Part 5: Incremental loading oedometer test (ISO 17892-5:2017) |
| EN ISO 17892-4:2016 | Geotechnical investigation and testing - Laboratory testing of soil - Part 4: Determination of particle size distribution (ISO 17892-4:2016) |
| EN ISO 22476-2:2005/A1:2011 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 2: DYNAMIC PROBING (ISO 22476-2:2005) |
| EN ISO 17892-6:2017 | Geotechnical investigation and testing - Laboratory testing of soil - Part 6: Fall cone test (ISO 17892-6:2017) |
| EN ISO 17892-2:2014 | Geotechnical investigation and testing - Laboratory testing of soil - Part 2: Determination of bulk density (ISO 17892-2:2014) |
| PREN 50341-1 : DRAFT 2012 | OVERHEAD ELECTRICAL LINES EXCEEDING AC 1 KV - PART 1: GENERAL REQUIREMENTS - COMMON SPECIFICATIONS |
| BS EN 50119 : 2009 | RAILWAY APPLICATIONS - FIXED INSTALLATIONS - ELECTRIC TRACTION OVERHEAD CONTACT LINES |
| BS EN ISO 22476-1:2012 | Geotechnical investigation and testing. Field testing Electrical cone and piezocone penetration test |
| UNE-EN 1998-5:2011 | Eurocode 8: Design of structures for earthquake resistance Part 5: Foundations, retaining structures and geotechnical aspects |
| BS EN 16432-1:2017 | Railway applications. Ballastless track systems General requirements |
| I.S. EN ISO 22477-10:2016 | GEOTECHNICAL INVESTIGATION AND TESTING - TESTING OF GEOTECHNICAL STRUCTURES - PART 10: TESTING OF PILES: RAPID LOAD TESTING (ISO/DIS 22477-10:2014) |
| I.S. EN ISO 22476-7:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 7: BOREHOLE JACK TEST (ISO 22476-7:2012) |
| UNE-EN ISO 22282-6:2014 | Geotechnical investigation and testing - Geohydraulic testing - Part 6: Water permeability tests in a borehole using closed systems (ISO 22282-6:2012) |
| DIN EN ISO 17892-3 E : 2016 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY (ISO 17892-3:2015, CORRECTED VERSION 2015-12-15) |
| BS EN ISO 18674-2:2016 | Geotechnical investigation and testing. Geotechnical monitoring by field instrumentation Measurement of displacements along a line: Extensometers |
| I.S. EN ISO 17892-9:2018 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER SATURATED SOILS (ISO 17892-9:2018) |
| I.S. EN ISO 22282-6:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 6: WATER PERMEABILITY TESTS IN A BOREHOLE USING CLOSED SYSTEMS (ISO 22282-6:2012) |
| I.S. EN ISO 17892-5:2017 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST (ISO 17892-5:2017) |
| 13/30257183 DC : 0 | BS EN ISO 19901-8 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 8: MARINE SOIL INVESTIGATIONS |
| DIN EN ISO 17892-3:2016-07 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY (ISO 17892-3:2015, CORRECTED VERSION 2015-12-15) |
| 17/30340672 DC : 0 | BS EN ISO 17892-12 - GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 12: DETERMINATION OF LIQUID AND PLASTIC TESTS |
| PREN 1538 : DRAFT 2008 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS |
| 15/30310214 DC : 0 | BS EN ISO 22476-11 - GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 11: FLAT DILATOMETER TEST |
| 13/30280740 DC : 0 | BS EN 12699 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - DISPLACEMENT PILES |
| 16/30342037 DC : 0 | BS EN 13941-1 - DISTRICT HEATING PIPES - DESIGN AND INSTALLATION OF THERMAL INSULATED BONDED SINGLE AND TWIN PIPE SYSTEMS FOR DIRECTLY BURIED HOT WATER NETWORKS - PART 1: DESIGN |
| DIN EN ISO 18674-1:2015-09 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - PART 1: GENERAL RULES (ISO 18674-1:2015) |
| BS EN ISO 22476-12:2009 | Geotechnical investigation and testing. Field testing Mechanical cone penetration test (CPTM) |
| UNI EN ISO 22282-6 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 6: WATER PERMEABILITY TESTS IN A BOREHOLE USING CLOSED SYSTEMS |
| BS EN ISO 17892-6:2017 | Geotechnical investigation and testing. Laboratory testing of soil Fall cone test |
| ISO 17892-7:2017 | Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test |
| UNI EN ISO 22476-12 : 2009 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 12: MECHANICAL CONE PENETRATION TEST (CPTM) |
| I.S. EN ISO 18674-3:2017 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOTECHNICAL MONITORING BY FIELD INSTRUMENTATION - PART 3: MEASUREMENT OF DISPLACEMENTS ACROSS A LINE: INCLINOMETERS (ISO 18674-3:2017) |
| I.S. EN 16432-1:2017 | RAILWAY APPLICATIONS - BALLASTLESS TRACK SYSTEMS - PART 1: GENERAL REQUIREMENTS |
| I.S. EN ISO 17892-3:2015 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY (ISO/DIS 17892-3:2014) |
| UNE-EN 14490:2013 | Execution of special geotechnical works - Soil nailing |
| BS EN ISO 18674-3:2017 | Geotechnical investigation and testing. Geotechnical monitoring by field instrumentation Measurement of displacements across a line: Inclinometers |
| UNI EN ISO 22282-4 : 2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 4: PUMPING TESTS |
| I.S. EN ISO 22282-5:2012 | GEOTECHNICAL INVESTIGATION AND TESTING - GEOHYDRAULIC TESTING - PART 5: INFILTROMETER TESTS (ISO 22282-5:2012) |
| EN ISO 17892-9:2018 | Geotechnical investigation and testing - Laboratory testing of soil - Part 9: Consolidated triaxial compression tests on water saturated soils (ISO 17892-9:2018) |
| ISO 18674-3:2017 | Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers |
| I.S. EN ISO 14688-2:2018 | GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF SOIL - PART 2: PRINCIPLES FOR A CLASSIFICATION (ISO 14688-2:2017) |
| BS EN ISO 22476-2 : 2005 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 2: DYNAMIC PROBING |
| ISO 22476-7:2012 | Geotechnical investigation and testing — Field testing — Part 7: Borehole jack test |
| BS EN ISO 22475-1:2006 | Geotechnical investigation and testing. Sampling methods and groundwater measurements Technical principles for execution |
| ISO 18674-2:2016 | Geotechnical investigation and testing Geotechnical monitoring by field instrumentation Part 2: Measurement of displacements along a line: Extensometers |
| UNE-EN 1536:2011 | Execution of special geotechnical work - Bored piles |
| ISO 18674-1:2015 | Geotechnical investigation and testing Geotechnical monitoring by field instrumentation Part 1: General rules |
| BS EN 1997-1 : 2004 | EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES |
| ISO 22282-5:2012 | Geotechnical investigation and testing — Geohydraulic testing — Part 5: Infiltrometer tests |
| BS EN 14199:2015 | Execution of special geotechnical works. Micropiles |
| ISO 22282-3:2012 | Geotechnical investigation and testing — Geohydraulic testing — Part 3: Water pressure tests in rock |
| EN ISO 22475-1:2006 | Geotechnical investigation and testing - Sampling methods and groundwater measurements - Part 1: Technical principles for execution (ISO 22475-1:2006) |
| DIN EN 16432-1:2017-09 | RAILWAY APPLICATIONS - BALLASTLESS TRACK SYSTEMS - PART 1: GENERAL REQUIREMENTS |
| EN 12699:2015 | Execution of special geotechnical works - Displacement piles |
| DIN EN 1998-5:2010-12 | Eurocode 8: Design of structures for earthquake resistance - Part 5: Foundations, retaining structures and geotechnical aspects |
| DIN EN ISO 22476-11:2017-08 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 11: FLAT DILATOMETER TEST (ISO 22476-11:2017) |
| CEN ISO/TS 22476-10:2005 | Geotechnical investigation and testing - Field testing - Part 10: Weight sounding test (ISO/TS 22476-10:2005) |
| DIN 4094-1:2002-06 | SUBSOIL - FIELD INVESTIGATIONS - PART 1: CONE PENETRATION TESTS |
| EN ISO/TS 17892-12 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 12: DETERMINATION OF ATTERBERG LIMITS |
| ASTM D 422 : 1963 : R2002 : EDT 1 | Standard Test Method for Particle-Size Analysis of Soils |
| SN 670816 : 1964 | METERIAUX PIERREUX; SEDIMENTOMETRIE PAR LA METHODE DE L'AREOMETRE |
| EN ISO/TS 17892-10 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 10: DIRECT SHEAR TESTS |
| EN ISO 22476-1:2012/AC:2013 | Geotechnical investigation and testing - Field testing - Part 1: Electrical cone and piezocone penetration test - Technical Corrigendum 1 (ISO 22476-1:2012/Cor 1:2013) |
| NFP 94 091 : 2001 PR | SOIL: INVESTIGATION AND TESTING - SWELLING TEST WITH OEDOMETER - DETERMINATION OF DEFORMATIONS BY LOADING SEVERAL TEST PIECES |
| NFP 94 072 : 1995 | SOILS: INVESTIGATION AND TESTING - LABORATORY VANE TEST |
| EN ISO 22476-2:2005/A1:2011 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 2: DYNAMIC PROBING (ISO 22476-2:2005) |
| NFP 1994 071-1 : 1994 | SOIL INVESTIGATION AND TESTING - DIRECT SHEAR TEST WITH SHEAR BOX APPARATUS - PART 1: DIRECT SHEAR |
| NFP 94 053 : 1991 | SOILS INVESTIGATION AND TESTING - DETERMINATION OF DENSITY OF FINE SOILS - CUTTING CURB, MOULD AND WATER IMMERSION METHODS |
| EN ISO 22476-5:2012 | Geotechnical investigation and testing - Field testing - Part 5: Flexible dilatometer test (ISO 22476-5:2012) |
| CEN ISO/TS 22476-11:2005 | Geotechnical investigation and testing - Field testing - Part 11: Flat dilatometer test (ISO 22476-11:2005) |
| NFP 94 054 : 1991 | SOILS: INVESTIGATION AND TESTING - DETERMINATION OF PARTICLE DENSITY - PYCNOMETER METHOD |
| BS 1377-7:1990 | Methods of test for soils for civil engineering purposes Shear strength tests (total stress) |
| XP P94 041 : 1995 XP | SOIL: INVESTIGATION AND TESTING - GRANULOMETRIC DESCRIPTION - WET SIEVING METHOD |
| EN ISO/TS 17892-8 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 8: UNCONSOLIDATED UNDRAINED TRIAXIAL TEST |
| DIN 18125-1:2010-07 | SOIL, INVESTIGATION AND TESTING - DETERMINATION OF DENSITY OF SOIL - PART 1: LABORATORY TESTS |
| NFP 94 055 : 1993 | SOILS: INVESTIGATION AND TESTING - DETERMINATION OF THE ORGANIC MATTER CONTENT - SOIL CHEMICAL TEST |
| SN 670340 : 1959 | |
| NEN 6743-1 : 2006 | GEOTECHNICS - CALCULATION METHOD FOR BEARING CAPACITY OF PILE FOUNDATION - COMPRESSION PILES |
| NFP 94 078 : 1997 | SOILS: INVESTIGATION AND TESTS - CBR AFTER IMMERSION - IMMEDIATE CBR - IMMEDIATE BEARING RATIO - MEASUREMENT ON SAMPLE COMPACTED IN CBR MOULD |
| NFP 94 051 : 1993 | SOIL: INVESTIGATION AND TESTING - DETERMINATION OF ATTERBERG'S LIMITS - LIQUID LIMIT TEST USING CASSAGRANDE APPARATUS - PLASTIC LIMIT TEST ON ROLLED THREAD |
| CEN ISO/TS 22476-10:2005 | Geotechnical investigation and testing - Field testing - Part 10: Weight sounding test (ISO/TS 22476-10:2005) |
| DIN 18122-1:1997-07 | SOIL, INVESTIGATION AND TESTING - CONSISTENCY LIMITS - PART 1: DETERMINATION OF LIQUID LIMIT AND PLASTIC LIMIT |
| DIN 18125-2:2011-03 | SOIL INVESTIGATION AND TESTING - DETERMINATION OF DENSITY OF SOIL - PART 2: FIELD TESTS |
| EN ISO/TS 17892-9 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 9: CONSOLIDATED TRIAXIAL COMPRESSION TESTS ON WATER SATURATED SOIL |
| SN 670345 : 1959 | |
| ASTM D 3080 : 2004 | Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions |
| BS 1377-9:1990 | Methods for test for soils for civil engineering purposes In-situ tests |
| ASTM D 854 : 2014 : REDLINE | Standard Test Methods for Specific Gravity of Soil Solids by Water Pycnometer (Withdrawn 2023) |
| BS 1377-5:1990 | Methods of test for soils for civil engineering purposes Compressibility, permeability and durability tests |
| BS 812-118:1988 | Testing aggregates Methods for determination of sulphate content |
| CEN ISO/TS 17892-1:2004 | Geotechnical investigation and testing - Laboratory testing of soil - Part 1: Determination of water content (ISO/TS 17892-1:2004) |
| DIN 18124:2011-04 | SOIL, INVESTIGATION AND TESTING - DETERMINATION OF DENSITY OF SOLID PARTICLES - CAPILLARY PYKNOMETER, WIDE MOUTH PYCNOMETER, GAS PYCNOMETER |
| EN ISO 22476-7:2012 | Geotechnical investigation and testing - Field testing - Part 7: Borehole jack test (ISO 22476-7:2012) |
| XP P94 047 : 98 XP | SOILS: INVESTIGATION AND TESTING - DETERMINATION OF THE ORGANIC MATTER CONTENT - IGNITION METHOD |
| EN ISO/TS 17892-4 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 4: DETERMINATION OF PARTICLE SIZE DISTRIBUTION |
| DIN 18122-2:2000-09 | SOIL - INVESTIGATION AND TESTING - PART 2: DETERMINATION OF THE SHRINKAGE LIMIT |
| EN ISO/TS 17892-3 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 3: DETERMINATION OF PARTICLE DENSITY - PYCNOMETER METHOD |
| BS 1377-3:1990 | Methods of test for soils for civil engineering purposes Chemical and electro-chemical tests |
| DIN V 1054-100:1996-04 | BAUGRUND - SICHERHEITSNACHWEISE IM ERD- UND GRUNDBAU - BERECHNUNG NACH DEM KONZEPT MIT TEILSICHERHEITSBEIWERTEN |
| EN ISO 22476-4:2012 | Geotechnical investigation and testing - Field testing - Part 4: Ménard pressuremeter test (ISO 22476-4:2012) |
| NFP 94 056 : 1996 | SOIL: INVESTIGATION AND TESTING - GRANULOMETRIC ANALYSIS - DRY SIEVING METHOD AFTER WASHING |
| EN ISO 14689-1 : 2003 | GEOTECHNICAL INVESTIGATION AND TESTING - IDENTIFICATION AND CLASSIFICATION OF ROCK - PART 1: IDENTIFICATION AND DESCRIPTION |
| ASTM D 2974 : 2014 : REDLINE | Standard Test Methods for Moisture, Ash, and Organic Matter of Peat and Other Organic Soils |
| NFP 1994 071-2 : 1994 | SOIL: INVESTIGATION AND TESTING - DIRECT SHEAR TEST WITH SHEAR BOX APPARATUS - PART 2: CYCLIC TEST |
| SN 670321 : 1994 | ESSAIS SUR LES SOLS - ESSAI DE GONFLEMENT AU GEL ET ESSAI CRB APRES DEGEL (CRB<(INDEX)F>) |
| DIN 18123:2011-04 | SOIL, INVESTIGATION AND TESTING - DETERMINATION OF GRAIN-SIZE DISTRIBUTION |
| NFP 94 052-1 : 1995 | SOIL: INVESTIGATION AND TESTING - ATTERBERG LIMIT DETERMINATION - PART 1: LIQUID LIMIT - CONE PENETROMETER METHOD |
| BS 1377-4:1990 | Methods of test for soils for civil engineering purposes Compaction-related tests |
| EN ISO/TS 17892-5 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 5: INCREMENTAL LOADING OEDOMETER TEST |
| DIN 18121-2:2012-02 | SOIL, INVESTIGATION AND TESTING - WATERCONTENT - PART 2: DETERMINATION BY RAPID METHODS |
| ASTM D 2435 : 2004 | Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading |
| EN ISO 22476-3:2005/A1:2011 | GEOTECHNICAL INVESTIGATION AND TESTING - FIELD TESTING - PART 3: STANDARD PENETRATION TEST (ISO 22476-3:2005) |
| EN ISO/TS 17892-7 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 7: UNCONFINED COMPRESSION TEST ON FINE GRAINED SOILS |
| NS 8017 : 1ED 1991 | GEOTECHNICAL TESTING - LABORATORY METHODS - DETERMINATION OF ONE-DIMENSIONAL CONSOLIDATION PROPERTIES BY ODOMETER TESTING - METHOD USING INCREMENTAL LOADING |
| DIN 1054:2010-12 | Subsoil - Verification of the safety of earthworks and foundations - Supplementary rules to DIN EN 1997-1 |
| EN 1997-1:2004/A1:2013 | EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES |
| NFP 94 093 : 2014 | SOILS: INVESTIGATION AND TESTING - DETERMINATION OF THE COMPACTION REFERENCE VALUES OF A SOIL TYPE - STANDARD PROCTOR TEST |
| SN 670810C : 1986 | |
| EN ISO/TS 17892-6 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 6: FALL CONE TEST |
| EN ISO/TS 17892-11 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 11: DETERMINATION OF PERMEABILITY BY CONSTANT AND FALLING HEAD |
| EN ISO 22476-12:2009 | Geotechnical investigation and testing - Field testing - Part 12: Mechanical cone penetration test (CPTM) (ISO 22476-12:2009) |
| NFP 94 048 : 1996 | SOIL: INVESTIGATION AND TESTING - DETERMINATION OF THE CARBONATE CONTENT - CALCIMETER METHOD |
| EN ISO 22475-1:2006 | Geotechnical investigation and testing - Sampling methods and groundwater measurements - Part 1: Technical principles for execution (ISO 22475-1:2006) |
| EN 1990:2002/A1:2005/AC:2010 | EUROCODE - BASIS OF STRUCTURAL DESIGN |
| BS 1377-8:1990 | Methods of test for soils for civil engineering purposes Shear strength tests (effective stress) |
| EN ISO/TS 17892-2 : 2004 | GEOTECHNICAL INVESTIGATION AND TESTING - LABORATORY TESTING OF SOIL - PART 2: DETERMINATION OF DENSITY OF FINE GRAINED SOIL |
| BS 1377-2:1990 | Methods of test for soils for civil engineering purposes Classification tests |
| NFP 94 059 : 2000 | SOILS: INVESTIGATION AND TESTING - DETERMINATION OF MINIMAL AND MAXIMAL DENSITY OF COHESION LESS SOILS |
| NFP 1994 074 : 1994 | SOILS: INVESTIGATION AND TESTING - SHEAR STRENGTH TESTS WITH REVOLVING TRIAXIAL TEST APPARATUS - APPARATUS - PREPARATION OF TEST SPECIMENS - UNCONSOLIDATED AND UNDRAINED (UU) TEST - CONSOLIDATED AND UNDRAINED (CU+U) TEST WITH MEASUREMENT OF THE INTERSTITIAL PRESSURE - CONSOLIDATED, DRAINED (CD) TEST |
| DIN 18129:2011-07 | Soil, investigation and testing - Determination of lime content |
| XP P94 090-1 : 97 XP | SOIL: INVESTIGATION AND TESTING - OEDOMETRIC TEST - PART 1: COMPRESSIBILITY TEST ON QUASI SATURATED FINE GRAINED SOIL WITH LOADING IN INCREMENTS |
| SN 670335 : 1960 | ESSAIS; POIDS SPECIFIQUE APPARENT; METHODE 'DU SABLE' |
| NFP 1994 070 : 1994 | SOILS: INVESTIGATION AND TESTING - SHEAR STRENGTH TESTS WITH TRIAXIAL TEST APPARATUS - GENERALITIES - DEFINITIONS |
| DIN 4094-3:2002-01 | SUBSOIL - FIELD TESTING - PART 3: DYNAMIC PROBING |
| NFP 94 050 : 1995 | SOILS: INVESTIGATION AND TESTING - DETERMINATION OF MOISTURE CONTENT - OVEN DRYING METHOD |
| ASTM D 4542 : 2015 : REDLINE | Standard Test Methods for Pore Water Extraction and Determination of the Soluble Salt Content of Soils by Refractometer |
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