Seismic design examples based on ISO 23469

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

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

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

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

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

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

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 liquid and plastic limits — Amendment 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 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 — Amendment 1

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 8: Measurement of loads: Load cells

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

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

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 3: Standard penetration test

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

Geotechnical investigation and testing — Field testing — Part 8: Full displacement pressuremeter 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 12: Mechanical cone penetration test (CPTM)

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

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 4: Testing of piles: dynamic load testing

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

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

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

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