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水利工程勘察中原位测试方法的应用研究

于洋

江西建材Issue(11):124-125,131,3.
江西建材Issue(11):124-125,131,3.

水利工程勘察中原位测试方法的应用研究

Research on the Application of In-situ Testing Methods for Hydraulic Engineering Surveys

于洋1

作者信息

  • 1. 固原市水利勘测设计院有限公司,宁夏 固原 756000
  • 折叠

摘要

Abstract

As a technical means to directly obtain underground engineering information,in-situ testing methods play a key role in engineering investigation.In order to obtain the bearing capacity of the surface soil foundation in the construction site of a water supply station,the static cone test,the cross plate test and the standard penetration test were carried out,and the accuracy and ease of operation of different in-situ test methods were compared,and the results showed that the characteristic values of the bearing capacity of the foundation obtained by the static cone penetration test,the cross plate test and the standard penetration test were 93,94 and 96 kPa,respectively,which were small and close to the indoor test(100 kPa)and the recommended value(90 kPa).All of them have a certain representativeness and reliability,which en-sures the smooth progress and quality of the project,but in the actual project,it is necessary to comprehensively consider the project cost,op-eration difficulty,on-site equipment and other factors to comprehensively select the appropriate in-situ test method.

关键词

原位测试/工程勘察/供水站/地基承载力

Key words

In-situ testing/Engineering survey/Water supply stations/Foundation bearing capacity

分类

建筑与水利

引用本文复制引用

于洋..水利工程勘察中原位测试方法的应用研究[J].江西建材,2024,(11):124-125,131,3.

江西建材

1006-2890

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