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基于CPTU的承压水位勘察测试方法

孙彦晓 刘松玉 张国超 王勇 何欢 童立元 陈稳 吴烁

岩土工程学报2024,Vol.46Issue(z2):38-42,5.
岩土工程学报2024,Vol.46Issue(z2):38-42,5.DOI:10.11779/CJGE2024S20008

基于CPTU的承压水位勘察测试方法

Measuring method for confined water level using piezocone penetration tests

孙彦晓 1刘松玉 1张国超 2王勇 3何欢 1童立元 1陈稳 4吴烁5

作者信息

  • 1. 东南大学岩土工程研究所,江苏 南京 211189
  • 2. 中铁大桥勘测设计集团有限公司,湖北 武汉 430056
  • 3. 中国科学院武汉岩土力学研究所,湖北 武汉 430071
  • 4. 江苏省交通工程建设局,江苏 南京 210004
  • 5. 中铁十四局集团有限公司,山东 济南 250101||中铁十四局集团大盾构工程有限公司,江苏 南京 211800
  • 折叠

摘要

Abstract

The occurrence of confined water inrush and leakage is common in engineering projects such as foundation pits and tunnels.To economically,conveniently and accurately obtain the confined water level is of great significance for the guiding of engineering design and construction.By analyzing the piezocone penetration tests(CPTU)and geotechnical data from the projects of Jiangyin-Jingjiang Yangtze River Tunnel and Haitai Yangtze River Tunnel,a CPTU-based method for measuring the confined water level is proposed.This method allows for the calculation of the confined water level through measurement of pore pressure while obtaining the CPTU in-situ test parameters.The comparisons between the calculated and observed confined water levels show high consistency.The CPTU method offers advantages of convenience,speed and low construction cost,making it worth promoting and implementing in foundation pit and tunnel engineering.

关键词

承压水/孔压静力触探/原位测试/孔隙水压力/承压水位

Key words

confined water/piezocone penetration test/in-situ test/pore pressure/confined water level

分类

建筑与水利

引用本文复制引用

孙彦晓,刘松玉,张国超,王勇,何欢,童立元,陈稳,吴烁..基于CPTU的承压水位勘察测试方法[J].岩土工程学报,2024,46(z2):38-42,5.

基金项目

国家自然科学基金项目(41972269,52178384,52008098) (41972269,52178384,52008098)

江苏省自然科学基金项目(BK20200405) (BK20200405)

江苏省交建局项目(2021QD05) (2021QD05)

岩土工程学报

OA北大核心CSTPCD

1000-4548

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