DIN EN ISO 22476-6-2018

Geotechnical investigation and testing - Field testing - Part 6: Self-boring pressuremeter test (ISO 22476-6:2018); German version EN ISO 22476-6:2018


DIN EN ISO 22476-6-2018 发布历史

This document comprises requirements for investigations of soil and weak rock by pressuremeter tests with the self-boring pressuremeter (SBP) as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2.Tests with the self-boring pressuremeter cover the measurement in situ of the deformation of soils and weak rocks by the expansion and contraction of a cylindrical flexible membrane under pressure.The SBP is drilled into the ground using an integral self-boring head at its lower end in such a way that the probe replaces the material it removes so creating its own test hole and minimises the disturbance to the soil outside the instrument.Pressure applied to, and the associated expansion of the probe are measured and recorded so as to obtain the stress-displacement relationship for the soil as tested.During both boring and testing the data is recorded automatically.

DIN EN ISO 22476-6-2018由德国标准化学会 DE-DIN 发布于 2018-12-00。

DIN EN ISO 22476-6-2018在国际标准分类中归属于: 93.020 土方工程、挖掘、地基构造、地下工程。

DIN EN ISO 22476-6-2018 发布之时,引用了标准

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DIN EN ISO 22476-6-2018的历代版本如下:

 

 

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标准号
DIN EN ISO 22476-6-2018
发布日期
2018年12月
实施日期
废止日期
国际标准分类号
93.020
发布单位
DE-DIN
引用标准
DIN EN ISO 10012-2004 DIN EN ISO 14688-1-2018 DIN EN ISO 14689-2018 DIN EN ISO 22475-1-2007 DIN EN ISO 22476-15-2016 EN 1997-1-2004 EN 1997-2-2007 ENV 13005-1999 ISO 10012-2003 ISO 14688-1-2017 ISO 14689-2017 ISO 22475-1-2006 ISO 22476-15-2016
被代替标准
DIN EN ISO 22476-6-2017
适用范围
This document comprises requirements for investigations of soil and weak rock by pressuremeter tests with the self-boring pressuremeter (SBP) as part of the geotechnical investigation services according to EN 1997-1 and EN 1997-2.Tests with the self-boring pressuremeter cover the measurement in situ of the deformation of soils and weak rocks by the expansion and contraction of a cylindrical flexible membrane under pressure.The SBP is drilled into the ground using an integral self-boring head at its lower end in such a way that the probe replaces the material it removes so creating its own test hole and minimises the disturbance to the soil outside the instrument.Pressure applied to, and the associated expansion of the probe are measured and recorded so as to obtain the stress-displacement relationship for the soil as tested.During both boring and testing the data is recorded automatically.

DIN EN ISO 22476-6-2018系列标准





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