• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
SUN Yanxiao, LIU Songyu, ZHANG Guochao, WANG Yong, HE Huan, TONG Liyuan, CHEN Wen, WU Shuo. Measuring method for confined water level using piezocone penetration tests[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 38-42. DOI: 10.11779/CJGE2024S20008
Citation: SUN Yanxiao, LIU Songyu, ZHANG Guochao, WANG Yong, HE Huan, TONG Liyuan, CHEN Wen, WU Shuo. Measuring method for confined water level using piezocone penetration tests[J]. Chinese Journal of Geotechnical Engineering, 2024, 46(S2): 38-42. DOI: 10.11779/CJGE2024S20008

Measuring method for confined water level using piezocone penetration tests

More Information
  • Received Date: June 20, 2024
  • 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.
  • [1]
    刘松玉, 蔡国军, 邹海峰. 基于CPTU的中国实用土分类方法研究[J]. 岩土工程学报, 2013, 35(10): 1765-1776. http://cge.nhri.cn/article/id/15294

    LIU Songyu, CAI Guojun, ZOU Haifeng. Practical soil classification methods in China based on piezocone penetration tests[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1765-1776. (in Chinese) http://cge.nhri.cn/article/id/15294
    [2]
    童立元, 涂启柱, 杜广印, 等. 应用孔压静力触探(CPTU)确定软土压缩模量的试验研究[J]. 岩土工程学报, 2013, 35(S2): 569-572.

    TONG Liyuan, TU Qizhu, DU Guangyin, et al. Determination of confined compression modulus of soft clay using piezocone penetration tests[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(S2): 569-572. (in Chinese)
    [3]
    HUTABARAT D, BRAY J D. Estimating the severity of liquefaction ejecta using the cone penetration test[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2022, 148(3): 04021195. doi: 10.1061/(ASCE)GT.1943-5606.0002744
    [4]
    蔡国军, 刘松玉, PUPPALA A J, 等. 基于CPTU测试的桩基承载力可靠性分析[J]. 岩土工程学报, 2011, 33(3): 404-412. http://cge.nhri.cn/article/id/13955

    CAI Guojun, LIU Songyu, PUPPALA A J, et al. Reliability assessment of bearing capacity of pile foundation based on CPTU data[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(3): 404-412. (in Chinese) http://cge.nhri.cn/article/id/13955
    [5]
    李洪江, 刘松玉, 童立元. 基于CPTU测试p-y曲线法及其在桩基水平承载中的应用[J]. 岩石力学与工程学报, 2017, 36(2): 513-520.

    LI Hongjiang, LIU Songyu, TONG Li-yuan. A p-y curve method for defermining the horizontal bearing capacity of single pile based on CPTU test and its application[J]. Chinese Journal of Rock Mechanics and Engineering, 2017, 36(2): 513-520. (in Chinese)
    [6]
    李赞, 刘松玉, 吴恺, 等. 基于多功能CPTU测试的基坑开挖扰动深度确定方法[J]. 岩土工程学报, 2021, 43(1): 181-187. doi: 10.11779/CJGE202101021

    LI Zan, LIU Songyu, WU Kai, et al. Determination of disturbance depth due to excavation using multifunctional CPTU tests[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(1): 181-187. (in Chinese) doi: 10.11779/CJGE202101021
    [7]
    陈伟宏. 利用静力触探护管进行承压水观测技术研究[J]. 上海地质, 2010, 31(增刊1): 80-82.

    CHEN Hongwei. Study on measurement of confined water head with protecting pipe of cone penetration test[J]. Shanghai Geology, 2010, 31(S1): 80-82. (in Chinese)
    [8]
    ELSWORTH D, LEE D S, HRYCIW R, et al. Pore pressure response following undrained cCPT Sounding in a dilating soil[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(11): 1485-1495.
  • Cited by

    Periodical cited type(2)

    1. 张子洋,汪波,刘锦超,刘金炜,杨凯. 后注浆预应力树脂锚杆应力损失后注浆段效用分析. 铁道科学与工程学报. 2025(02): 783-794 .
    2. 谈博海,姚囝,杜键,孙明伟,刘海,关文超. 膨胀型浆体注浆锚杆拉拔力学特性及损伤失效机制研究. 岩石力学与工程学报. 2024(12): 3058-3069 .

    Other cited types(0)

Catalog

    Article views PDF downloads Cited by(2)
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return