Volume 37 Issue 6
Dec.  2023
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Article Navigation >  GEOTECHNICAL ENGINEERING TECHNIQUE  > 2023  >  37(6): 692-699
Wu Zaosheng, Bai Haodong, Hu Chundong, Sha Peng, Huang Man, Zhang Xin, Wang Tianzuo. Analysis and Evaluation of Soil Parameters in Shaoxing Plain Area Based on Cone Penetration Test (CPT) Data[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(6): 692-699. doi: 10.3969/j.issn.1007-2993.2023.06.011
Citation: Wu Zaosheng, Bai Haodong, Hu Chundong, Sha Peng, Huang Man, Zhang Xin, Wang Tianzuo. Analysis and Evaluation of Soil Parameters in Shaoxing Plain Area Based on Cone Penetration Test (CPT) Data[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2023, 37(6): 692-699. doi: 10.3969/j.issn.1007-2993.2023.06.011
shu

Analysis and Evaluation of Soil Parameters in Shaoxing Plain Area Based on Cone Penetration Test (CPT) Data

doi: 10.3969/j.issn.1007-2993.2023.06.011
  • 1.

    Huahui Engineering Design Group Co., Ltd., Shaoxing 312000, Zhejiang, China

  • 2.

    College of Civil Engineering, Shaoxing University, Shaoxing 312000, Zhejiang, China

  • Received Date: 2022-08-19
  • Publish Date: 2023-12-08
    Abstract
  • 150 static contact test data and corresponding engineering investigation data were collected to summarize the variation rules of soil parameters of typical stratums in Shaoxing Plain area. The variation pattern of typical static cone penetration curves with depth was summarized, the determination characteristics of mixed fill, muddy silty, silty clay, clay and fine sand layers was determined. Through the statistics and analysis of the data obtained by CPT, the ranges of cone tip resistance, side friction resistance and friction ratio were specified. The correlation equations between the static penetration parameters and the liquid index, compression modulus, cohesion, and pile side resistance of cohesive soil were put forward. The conclusions provide a basis for soil division and parameter evaluation in Shaoxing Plain area.

     

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    • References(22)
  • [1]
    王钟琦. 我国的静力触探及动静触探的发展前景[J]. 岩土工程学报,2000,22(5):517-522. doi: 10.3321/j.issn:1000-4548.2000.05.001
    [2]
    陈瑞峰,蔡国军,刘松玉,等. 多功能数字式无线CPTU测试技术与工程应用研究[J]. 工程勘察,2019,47(8):1-10.
    [3]
    赵新宏,尹 健. 一种新型无缆静力触探设备的研发[J]. 工程勘察,2016,44(11):19-25.
    [4]
    胡 越,王 宇. 静力触探识别场地土层分布的贝叶斯学习方法研究[J]. 工程地质学报,2020,28(5):966-972. doi: 10.13544/j.cnki.jeg.2020-263
    [5]
    JAKSA M B,KAGGWA W S,BROOKER P I. An improved statistically based technique for evaluating the CPT Friction ratio[J]. Geotechnical Testing Journal,2002,25(1):61-69. doi: 10.1520/GTJ11080J
    [6]
    LIM Y X,TAN S A. Friction angle and over consolidation ratio of soft clays from cone penetration test[J]. Engineering Geology,2020,274(34):105730.
    [7]
    吴　恺. 土工试验离散元数值模拟[M]. 南京: 南京东南大学出版社, 2018.
    [8]
    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.
    [9]
    梁文成,林吉兆,杜 宇. 海床式静力触探设备在海上工程勘察中的应用[J]. 水运工程,2013,(7):19-21. doi: 10.3969/j.issn.1002-4972.2013.07.004
    [10]
    唐贤强, 叶启民. 静力触探[M]. 北京: 中国铁道出版社, 1989.
    [11]
    林 军,刘松玉,程月红,等. 基于孔压静力触探的江苏地区软土分类研究应用[J]. 岩土工程学报,2021,43(2):241-244.
    [12]
    蔡国军,刘松玉,童立元. 基于静力触探测试的国内外砂土液化判别方法[J]. 岩石力学与工程学报,2008,27(5):1019-1027. doi: 10.3321/j.issn:1000-6915.2008.05.018
    [13]
    蔡国军,刘松玉,童立元. 基于孔压静力触探的连云港海相黏土的固结和渗透特性研究[J]. 岩石力学与工程学报,2007,26(4):846-852.
    [14]
    刘松玉,吴燕开. 论我国静力触探技术(CPT)现状与发展[J]. 岩土工程学报,2004,26(4):553-556.
    [15]
    么玉鹏,姚坚毅,唐世雄. 珠江口地区岩土层工程地质特征及物理力学性质研究[J]. 水文地质工程地质,2022,49(2):64-70.
    [16]
    周剑波,杨子跃,徐 鹏. 开封地区静力触探土层实用分类方法研究[J]. 工程勘察,2020,48(9):35-40.
    [17]
    张　芳. 绍兴地区工程地质特性及地基基础方法调查与研究[D]. 杭州: 浙江大学, 2005.
    [18]
    GB 50021—2001　岩土工程勘察规范[S].
    [19]
    DB33/T 1065—2009　工程建设岩土工程勘察规范[S].
    [20]
    GB/T 50123—1999　土工试验方法标准[S].
    [21]
    DB 33/T1136—2017　建筑地基基础设计规范[S].
    [22]
    孙新生. 静力触探在河南省湿陷性黄土地区的应用研究[D]. 郑州: 郑州大学, 2016.
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