P13 工程地质、水文地质勘察与岩土工程 标准查询与下载



共找到 794 条与 工程地质、水文地质勘察与岩土工程 相关的标准,共 53

Technical specifications for the grading of collectively-owned construction land and the evaluation of benchmark land prices

ICS
93.020
CCS
P13
发布
2019-11-27
实施
2020-01-27

Construction technical specifications for geological disaster control engineering

ICS
93.020
CCS
P13
发布
2019-08-30
实施
2019-09-30

Technical Specifications for Supervision of Geological Hazard Control Engineering

ICS
93.020
CCS
P13
发布
2019-08-30
实施
2019-09-30

Technical specification for engineering design of geological disaster control

ICS
93.020
CCS
P13
发布
2019-08-30
实施
2019-09-30

本标准共分8章,主要技术内容是:总则、术语和符号、基本规定、隔震设计、减震设计、隔震减震部件技术性能、隔震减震施工检验与维护、隔震减震结构验收。

Technical standard for Seismic Energy Isolation and Dissipation of modular assembled monolithic building

ICS
91.010.01
CCS
P13
发布
2019-04-18
实施
2019-10-01

This international standard specifies a method for unconsolidated undrained triaxial compression tests. This international standard is applicable to the laboratory determination of undrained triaxial shear strength under compression loading within the scope of geotechnical investigations. The cylindrical specimen, which may comprise undisturbed, re-compacted, remoulded or reconstituted soil, is subjected to an isotropic stress under undrained conditions and thereafter is sheared under undrained conditions. The test allows the determination of shear strength and stress-strain relationships in terms of total stresses. Non-standard procedures such as tests with the measurement of pore pressure or tests with filter drains are not covered in this document. NOTE This document fulfils the requirements of unconsolidated undrained triaxial compression tests for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.

Geotechnical investigation and testing - Laboratory testing of soil - Part 8: Unconsolidated undrained triaxial test (ISO 17892-8:2018); German version EN ISO 17892-8:2018

ICS
13.080.20;93.020
CCS
P13
发布
2018-07-01
实施

This standard establishes the specifications for the execution of dynamic pile load tests in which a single pile is subject to an axial short duration impact load in compression to predict its ultimate compressive resistance and load-displacement behaviour including shaft friction distribution and toe resistance.

Geotechnical investigation and testing - Testing of geotechnical structures - Part 4: Testing of piles: dynamic load testing (ISO 22477-4:2018); German version EN ISO 22477-4:2018

ICS
93.020
CCS
P13
发布
2018-07-01
实施

This international standard specifies a method for the unconfined compression test. This international standard is applicable to the determination of the unconfined compressive strength for a homogeneous specimen of undisturbed, re-compacted, remoulded or reconstituted soil under compression loading within the scope of geotechnical investigations. This test method is useful to estimate the undrained shear strength of soil. It should be noted that drainage is not prevented during this test. The estimated value for undrained shear strength is therefore only valid for soils of low permeability, which behave sufficiently undrained during the test.

Geotechnical investigation and testing - Laboratory testing of soil - Part 7: Unconfined compression test (ISO 17892-7:2017); German version EN ISO 17892-7:2018

ICS
13.080.20;93.020
CCS
P13
发布
2018-05-01
实施

This standard relates to the identification and the description of rock material and mass on the basis of mineralogical composition, predominant grain size, genetic groups, discontinuities, structure and other components. The standard also provides rules for the description of other characteristics as well as for their designation. The standard applies to the description of rock for geotechnics in civil engineering. The description is carried out on cores and other samples of natural rock and on rock masses. Identification and classification of soil for engineering purposes is covered in ISO 14688-1 and ISO 14688-2.

Geotechnical investigation and testing - Identification, description and classification of rock (ISO 14689:2017); German version EN ISO 14689:2018

ICS
93.020
CCS
P13
发布
2018-05-01
实施

Geotechnical investigation and testing. Laboratory testing of soil. Consolidated triaxial compression tests on water saturated soils

ICS
93.020
CCS
P13
发布
2018-04-13
实施
2018-04-13

Technical specifications for the implementation of geological disaster control projects

ICS
07.040
CCS
P13
发布
2018-04-02
实施
2018-10-01

Technical specification for dangerous rock prevention and control engineering

ICS
93.020
CCS
P13
发布
2018-03-20
实施
2018-04-25

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

ICS
13.080.20;93.020
CCS
P13
发布
2018-03-15
实施
2018-03-15

The standard comprises requirements for ground investigations by means of the weight sounding test (WST) as part of the geotechnical investigations according to EN 1997-1 and EN 1997-2.

Geotechnical investigation and testing - Field testing - Part 10: Weight sounding test (ISO 22476-10:2017); German version EN ISO 22476-10:2017

ICS
93.020
CCS
P13
发布
2018-03-01
实施

This document establishes the specifications for the execution of dynamic load tests in which a single pile is subject to an axial dynamic load in compression. This document outlines the methods of testing required to allow assessment of pile resistance to be determined from the following methods and procedures described in EN1997​-1:​2004+A1:​2013: a) dynamic impact testing – determination of pile compressive resistance by evaluation of measurements of strain and acceleration and or displacement at the pile head with respect to time; c) wave equation analysis – evaluation of pile compressive resistance from blow counts by modelling of the pile, soil and driving equipment; b) pile driving formulae – evaluation of pile compressive resistance from blow counts and hammer energy during pile driving; d) multi-blow dynamic testing – evaluation of pile compressive resistance from a series of blows designed to generate different levels of pile head displacement and velocity. This document is applicable to piles loaded axially in compression. This document is applicable to all pile types mentioned in EN 1536, EN 12699 and EN 14199. The tests considered in this document are limited to dynamic load tests on piles only. NOTE 1 factors for limit states from pile load tests to be taken into account in design are provided in EN 1997-1. For design to EN 1997-1 the results from dynamic load tests will be considered equivalent to the measured compressive resistance Rc,m after being subject to appropriate analysis. NOTE 2 Guidance on analysis procedures for dynamic load testing results is given in Annexes A, B, D, E and F. This document provides specifications for: i) investigation tests, whereby a sacrificial pile is loaded up to ultimate limit state; ii) control tests, whereby the pile is loaded up to a specified load in excess of the serviceability limit state. NOTE 3 Generally, an investigation test focuses on general knowledge of a pile type; a control test focuses on one specific application of a pile.  1 

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

ICS
93.020
CCS
P13
发布
2018-03-01
实施

This document specifies a method for unconsolidated undrained triaxial compression tests. This document is applicable to the laboratory determination of undrained triaxial shear strength under compression loading within the scope of geotechnical investigations. The cylindrical specimen, which can comprise undisturbed, re-compacted, remoulded or reconstituted soil, is subjected to an isotropic stress under undrained conditions and thereafter is sheared under undrained conditions. The test allows the determination of shear strength and stress-strain relationships in terms of total stresses. Non-standard procedures such as tests with the measurement of pore pressure or tests with filter drains are not covered in this document. NOTE This document fulfils the requirements of unconsolidated undrained triaxial compression tests for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.

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

ICS
13.080.20;93.020
CCS
P13
发布
2018-02-01
实施

This document specifies a method for consolidated triaxial compression tests on water-saturated soils. This document is applicable to the laboratory determination of triaxial shear strength under compression loading within the scope of geotechnical investigations. The cylindrical specimen, which can comprise undisturbed, re-compacted, remoulded or reconstituted soil, is subjected to an isotropic or an anisotropic stress under drained conditions and thereafter is sheared under undrained or drained conditions. The test allows the determination of shear strength, stress-strain relationships and effective stress paths. All stresses and strains are denoted as positive numerical values in compression. NOTE 1 This document provides a test for a single specimen. A set of at least three relatable tests are required to determine the shear strength parameters from these tests. Procedures for evaluating the results are included in Annex B and, where required, the shear strength parameters are to be included in the report. Special procedures such as: a) tests with lubricated ends; c) tests with zero lateral strain (K0) consolidation; e) tests without rubber membranes; b) multi-stage tests; d) tests with local measurement of strain or local measurement of pore pressure; f) extension tests; g) shearing where cell pressure varies, are not fully covered in this procedure. However, these specific tests can refer to general procedures described in this document. NOTE 2 This document fulfils the requirements of consolidated triaxial compression tests for geotechnical investigation and testing in accordance with EN 1997-1 and EN 1997-2.

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

ICS
13.080.20;93.020
CCS
P13
发布
2018-02-01
实施

Regulations on Risk Assessment of Geological Hazards

ICS
13.020.30
CCS
P13
发布
2017-12-01
实施
2017-12-30

Urban Geological Survey Specifications

ICS
7.06
CCS
P13
发布
2017-09-07
实施
2017-11-01

本标准适用于重庆市范围内的地下管线探测工作。

Technical Specifications for Underground Pipeline Detection

ICS
93.020
CCS
P13
发布
2017-08-15
实施
2017-11-01



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