土壤加固 - 由低延展性和柔性带材或网片加固的填土结构 - 第1部分:带状金属钢筋加固 - 设计计算
Soil reinforcement — Backfilled structures reinforced with quasi-inextensible and flexible reinforcing strips or sheets — Part 1: Reinforcement with metallic strips in line — Design
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Soil reinforcement — Backfilled structures reinforced with quasi-inextensible and flexible reinforcing strips or sheets — Part 1: Reinforcement with metallic strips in line — Design
Ground reinforcement - Structures in fill soil reinforced by non-extensible flexible reinforcement skeleton or layers - Part 1: Reinforcement with steel strips - Dimensioning
Soil - Investigation and testing - Static pull-out tests on anchors
Soil: Investigation and testing — Static test on single pile — Part 1: In compression
Soils: investigation and testing — Formation level bearing capacity — Part 1: Plate test static deformation module (EV2)
Soil - Investigation and testing - Subgrade bearing capacity - Part 1: Deformation modulus under static plate load (EV2)
Soils: Investigation and testing — Soil treated with hydraulic binder, possibly combined with lime, for use as a selected fill — Part 2: Methodology of laboratory formulation studies
Soil: Investigation and testing - Soil treated with hydraulic binder (or lime) for road subgrades - Part 2: Laboratory mix design methods
Soils: Investigation and testing — Soil treated with hydraulic binder, possibly combined with lime, for use as a selected fill — Part 1: Definition — Composition — Classification
Soil: Investigation and testing - Soil treated with hydraulic binders or lime for road sub-base - Part 1: Definitions, composition, classification
Soils: investigation and testing — Lime and/or hydraulic binder treated materials — Test for determining the treatment ability of a soil
Soil: Investigation and testing - Materials treated with lime and/or hydraulic binder - Tests for the evaluation of the performance of treated soil
Soil - Investigation and testing - Determination of compaction characteristics of materials - Standard Proctor test - Modified Proctor test
Soil: Investigation and testing - CBR index after soaking - Immediate CBR index - Directly indicated index - Determination of the standard compacted portion in CBR moulds
Soils: investigation and tests — CBR after immersion — Immediate CBR — Immediate bearing ratio — Measurement on sample compacted in CBR mould
Soil: Investigation and testing — Direct shear test with shearbox apparatus — Part 2: Cyclic test
Soil: Investigation and testing - Shear box direct shear test - Part 2: Cyclic shear test
Soil: Investigation and testing — Direct shear test with shearbox apparatus — Part 1: Direct shear
Soils: investigation and tests — Fragmentability coefficient of rocky material
Soil: Investigation and testing - Dry density of rock components - Hydrostatic weighing method