In-site application and result interpretation of pressuremeter measuring
in a sandy gravel riverbed

HU Sheng-Gang; LAN Dao-yin; WEN Song-lin

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In-site application and result interpretation of pressuremeter measuring in a sandy gravel riverbed

更新时间：2026-06-25

- In-site application and result interpretation of pressuremeter measuring in a sandy gravel riverbed
- Vol. 27, Issue S2, (2006)
- 作者机构：
  
  水利部岩土力学与工程重点实验室长江科学院,武汉,430010
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU443
- Online First：16 December 2006，
  
  Published：2006
- 稿件说明：
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HU Sheng-Gang, LAN Dao-yin, WEN Song-lin. In-site application and result interpretation of pressuremeter measuring in a sandy gravel riverbed[J]. 2006, 27(S2).
DOI：

HU Sheng-Gang, LAN Dao-yin, WEN Song-lin. In-site application and result interpretation of pressuremeter measuring in a sandy gravel riverbed[J]. 2006, 27(S2). DOI：

摘要

介绍了法国梅纳(Menard)旁压仪的结构和工作原理，并应用于砂卵石地基勘察工程的原位测试，对旁压试验结果进行分析，以确定水电站坝址砂卵石基础的地基承载力和变形参数，并与室内试验和超重型动力触探的结果进行对比，证明其成果能够很好地应用于工程设计，并为类似工程提供参考。

Abstract

The Menard pressuremeter (GA) is described in teens of its basic structures

operating principle and testing with relevant calculating methods

and the application and the analysis to the in-sutu measurement of the foundation engineering for sandy gravel.

The results of the pressuremeter test are annlysed so as to determine the bearing capacity and deformation coordinates of sandy gravel subgrade

which in compared to the results of laboratory tests and extra heavy dynamic penetration tests. It is proved that the results obtained in this paper can be used for engineering design and references for similar project.

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Related Institution

Institute of Rock and Soil Mechanics, the Chinese Academy of Science

中国科学院武汉岩土力学研究所

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