Study on the CPTu inversion methods for strength and consolidation parameters of gassy soil with different gas contents

被引:0
|
作者
Wang, Han [1 ]
Zhang, Yan [2 ]
Cai, Guojun [2 ]
Liang, Yunlong [1 ]
Liu, Tao [1 ,3 ]
Chen, Jian [3 ]
机构
[1] Ocean Univ China, Shandong Prov Key Lab Marine Environm & Geol Engn, Qingdao 266100, Peoples R China
[2] Anhui Jianzhu Univ, Key Lab Intelligent Underground Detect Technol, Hefei 230000, Peoples R China
[3] China Railway Construct Underwater Shield Tunnel E, Jinan 250101, Peoples R China
基金
中国博士后科学基金;
关键词
Gassy clay; CPTu; Undrained shear strength; Cone factor; Consolidation coefficient; CONE PENETRATION; PORE PRESSURE; BEHAVIOR; SEDIMENTS;
D O I
10.1016/j.apor.2024.103960
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Gassy clay deposits are widely distributed in marine sediments. Clarifying the influence patterns of the trapped gas phase on the mechanical properties of gassy clay is of significant importance. Establishing an in -situ strength parameter and consolidation coefficient inversion method based on CPTu is crucial for gassy clay characterization. In this study, gassy clay was prepared using the zeolite method. The variations of strength and consolidation parameters of gassy clay concerning gas content were obtained based on laboratory triaxial and one-dimensional tests. It was observed that the trapped gas phase enhances the undrained shear strength and hinders drainage. Specifically, gassy clay with a gas content of 3.5 % exhibited an 18 % increase in undrained shear strength compared to saturated clay and a 50 % reduction in consolidation coefficient. In addition, laboratory calibration chamber tests were conducted to investigate the cone penetration test (CPTu) in gassy clay with varying gas contents and penetration rates. The drainage effect during the CPTu penetration process in gassy clay was discussed. The reasons behind the variations in static cone penetration parameters under undrained conditions for normally consolidated gassy clay were analyzed by combining the results of triaxial tests and one-dimensional consolidation experiments. A proposed formula for the cone factor N kt was also provided under undrained penetration conditions. The accuracy of conventional methods for estimating the consolidation coefficient of gassy clay was verified, the basic properties of the gassy clay used in the indoor experiment are similar to those of the seabed gassy silt at the project site, and the environmental conditions are similar to those at locations with low initial pore pressure, such as mudflat or shallow sea bed, thereby offering a reference for insitu testing of strength parameters and consolidation coefficients in gassy clay seabed.
引用
收藏
页数:14
相关论文
共 50 条
  • [1] Study on permeability parameters of gassy coal with different gas contents
    Kong, Hailing
    Wang, Luzhen
    Electronic Journal of Geotechnical Engineering, 2013, 18 L : 2455 - 2464
  • [2] Soil Consolidation Parameters Derived from CPTu Probing
    Vlcek, Jozef
    Bulko, Roman
    Bartuska, Ladislav
    Kmec, Jan
    WORLD MULTIDISCIPLINARY CIVIL ENGINEERING-ARCHITECTURE-URBAN PLANNING SYMPOSIUM 2016, WMCAUS 2016, 2016, 161 : 180 - 184
  • [3] Study on Soil Consolidation Coefficient on CPTU Model Test
    Tang Yanchun
    Meng Gaotou
    Mao Qiufeng
    ADVANCED MANUFACTURING SYSTEMS, PTS 1-3, 2011, 201-203 : 2587 - +
  • [4] Study on different methods of computing consolidation coefficient by excess pore pressure dissipation datum on CPTU
    Tang Yanchun
    Meng Gaotou
    Mao Qiufeng
    ADVANCES IN CIVIL ENGINEERING, PTS 1-4, 2011, 90-93 : 680 - +
  • [5] Determining soil shear strength parameters from CPT and CPTU data
    Deptartment of Civil Engineering, Amirkabir University of Technology, P.O. Box 15875-4413, Tehran, Iran
    Sci. Iran., 2013, 5 (1349-1360):
  • [6] Determining soil shear strength parameters from CPT and CPTu data
    Motaghedi, H.
    Eslami, A.
    SCIENTIA IRANICA, 2013, 20 (05) : 1349 - 1360
  • [7] The Identification of the Uncertainty in Soil Strength Parameters Based on CPTu Measurements and Random Fields
    Pieczynska-Kozlowska, Joanna
    Baginska, Irena
    Kawa, Marek
    SENSORS, 2021, 21 (16)
  • [8] Analytical Approach for Determination of Soil Shear Strength Parameters from CPT and CPTu Data
    Hossein Motaghedi
    Abolfazl Eslami
    Arabian Journal for Science and Engineering, 2014, 39 : 4363 - 4376
  • [9] Analytical Approach for Determination of Soil Shear Strength Parameters from CPT and CPTu Data
    Motaghedi, Hossein
    Eslami, Abolfazl
    ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2014, 39 (06) : 4363 - 4376
  • [10] Analytical approach for determining soil shear strength parameters from CPT and CPTu data
    Motaghedi, H.
    Eslami, A.
    Shakeran, M.
    CHALLENGES AND INNOVATIONS IN GEOTECHNICS: PROCEEDINGS OF THE 18TH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING, VOL 1, 2013, : 591 - 594