Seismic design examples based on ISO 23469

Thermal performance of buildings - Thermal design of foundations to avoid frost heave

Geotechnical investigation and testing — Identification and classification of soil — Part 1: Identification and description

Geotechnical investigation and testing — Identification and classification of soil — Part 1: Identification and description — Amendment 1

Geotechnical investigation and testing — Identification and classification of soil — Part 1: Identification and description

Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification

Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification — Amendment 1

Geotechnical investigation and testing — Identification and classification of soil — Part 2: Principles for a classification

Geotechnical investigation and testing — Identification and classification of rock — Part 1: Identification and description

Geotechnical investigation and testing — Identification, description and classification of rock

Geotechnical investigation and testing — Laboratory testing of rock — Part 1: Determination of water content

Geotechnical investigation and testing — Geothermal testing — Determination of thermal conductivity of soil and rock using a borehole heat exchanger

Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content

Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content

Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content — Amendment 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 1: Determination of water content — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of bulk density

Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of density of fine-grained soil

Geotechnical investigation and testing — Laboratory testing of soil — Part 2: Determination of density of fine-grained soil — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density

Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density — Pycnometer method

Geotechnical investigation and testing — Laboratory testing of soil — Part 3: Determination of particle density — Pycnometer method — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution

Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution

Geotechnical investigation and testing — Laboratory testing of soil — Part 4: Determination of particle size distribution — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test

Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test

Geotechnical investigation and testing — Laboratory testing of soil — Part 5: Incremental loading oedometer test — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test

Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test

Geotechnical investigation and testing — Laboratory testing of soil — Part 6: Fall cone test — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test

Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test on fine-grained soils

Geotechnical investigation and testing — Laboratory testing of soil — Part 7: Unconfined compression test on fine-grained soils — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test

Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test

Geotechnical investigation and testing — Laboratory testing of soil — Part 8: Unconsolidated undrained triaxial test — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water saturated soils

Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water-saturated soils

Geotechnical investigation and testing — Laboratory testing of soil — Part 9: Consolidated triaxial compression tests on water-saturated soils — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests

Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests

Geotechnical investigation and testing — Laboratory testing of soil — Part 10: Direct shear tests — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Permeability tests

Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Determination of permeability by constant and falling head

Geotechnical investigation and testing — Laboratory testing of soil — Part 11: Determination of permeability by constant and falling head — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits

Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of Atterberg limits

Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits — Amendment 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of Atterberg limits — Technical Corrigendum 1

Geotechnical investigation and testing — Laboratory testing of soil — Part 12: Determination of liquid and plastic limits — Amendment 2

Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 1: General rules

Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 2: Measurement of displacements along a line: Extensometers

Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers

Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 3: Measurement of displacements across a line: Inclinometers — Amendment 1

Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 4: Measurement of pore water pressure: Piezometers

Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 5: Stress change measurements by total pressure cells (TPC)

Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 7: Measurement of strains: Strain gauges

Geotechnical investigation and testing — Geotechnical monitoring by field instrumentation — Part 8: Measurement of loads: Load cells

Geotechnical investigation and testing — Geohydraulic testing — Part 1: General rules

Geotechnical investigation and testing — Geohydraulic testing — Part 2: Water permeability tests in a borehole using open systems

Geotechnical investigation and testing — Geohydraulic testing — Part 3: Water pressure tests in rock

Geotechnical investigation and testing — Geohydraulic testing — Part 4: Pumping tests

Geotechnical investigation and testing — Geohydraulic testing — Part 4: Pumping tests

Geotechnical investigation and testing — Geohydraulic testing — Part 5: Infiltrometer tests

Geotechnical investigation and testing — Geohydraulic testing — Part 6: Water permeability tests in a borehole using closed systems

Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 1: Technical principles for execution

Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 1: Technical principles for the sampling of soil, rock and groundwater

Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 2: Qualification criteria for enterprises and personnel

Geotechnical investigation and testing — Sampling methods and groundwater measurements — Part 3: Conformity assessment of enterprises and personnel by third party

Geotechnical investigation and testing — Field testing — Part 1: Electrical cone and piezocone penetration test

Geotechnical investigation and testing — Field testing — Part 1: Electrical cone and piezocone penetration test — Technical Corrigendum 1

Geotechnical investigation and testing — Field testing — Part 1: Electrical cone and piezocone penetration test

Geotechnical investigation and testing — Field testing — Part 2: Dynamic probing

Geotechnical investigation and testing — Field testing — Part 2: Dynamic probing — Amendment 1

Geotechnical investigation and testing — Field testing — Part 3: Standard penetration test

Geotechnical investigation and testing — Field testing — Part 3: Standard penetration test — Amendment 1

Geotechnical investigation and testing — Field testing — Part 4: Ménard pressuremeter test

Geotechnical investigation and testing — Field testing — Part 4: Prebored pressuremeter test by Ménard procedure

Geotechnical investigation and testing — Field testing — Part 5: Flexible dilatometer test

Geotechnical investigation and testing — Field testing — Part 5: Prebored pressuremeter test

Geotechnical investigation and testing — Field testing — Part 6: Self-boring pressuremeter test

Geotechnical investigation and testing — Field testing — Part 7: Borehole jack test

Geotechnical investigation and testing — Field testing — Part 8: Full displacement pressuremeter test

Geotechnical investigation and testing — Field testing — Part 9: Field vane test (FVT and FVT-F)

Geotechnical investigation and testing — Field testing — Part 10: Weight sounding test

Geotechnical investigation and testing — Field testing — Part 10: Weight sounding test

Geotechnical investigation and testing — Field testing — Part 11: Flat dilatometer test

Geotechnical investigation and testing — Field testing — Part 11: Flat dilatometer test

Geotechnical investigation and testing — Field testing — Part 12: Mechanical cone penetration test (CPTM)

Geotechnical investigation and testing — Field testing — Part 14: Borehole dynamic probing

Geotechnical investigation and testing — Field testing — Part 15: Measuring while drilling

Geotechnical investigation and testing — Field testing — Part 16: Borehole shear test

Geotechnical investigation and testing — Testing of geotechnical structures — Part 1: Testing of piles: static compression load testing

Geotechnical investigation and testing — Testing of geotechnical structures — Part 2: Testing of piles: Static tension load testing

Geotechnical investigation and testing — Testing of geotechnical structures — Part 4: Testing of piles: dynamic load testing

Geotechnical investigation and testing — Testing of geotechnical structures — Part 5: Testing of grouted anchors

Geotechnical investigation and testing — Testing of geotechnical structures — Part 6: Load testing of soil nails and rock bolts

Geotechnical investigation and testing — Testing of geotechnical structures — Part 10: Testing of piles: rapid load testing

Bases for design of structures — Seismic actions for designing geotechnical works

Geotechnics — Array measurement of microtremors to estimate shear wave velocity profile

Geotechnical investigation and testing — Qualification criteria and assessment — Part 1: Qualified technician and qualified operator

Geotechnical investigation and testing — Qualification criteria and assessment — Part 2: Responsible expert

Geotechnical investigation and testing — Qualification criteria and assessment — Part 3: Qualified enterprise