Advanced Search
  • 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
Volume 39 Issue z2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
LIU Lin, GU Xiao-qiang, HUANG Mao-song. K0-determination by stress path triaxial apparatus with bender element[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 212-215. DOI: 10.11779/CJGE2017S2051
Citation: LIU Lin, GU Xiao-qiang, HUANG Mao-song. K0-determination by stress path triaxial apparatus with bender element[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 212-215. DOI: 10.11779/CJGE2017S2051
shu

K0-determination by stress path triaxial apparatus with bender element

  • 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China;
    2. Key Laboratory of Geotechnical and Underground Engineering of the Ministry of Education, Shanghai 200092, China;
    3. State Key Laboratory for Geomechanics and Deep Underground Engineering, CUMT, Xuzhou 221008, China

More Information
  • Received Date: August 01, 2017
  • Published Date: December 19, 2017
    Graphical Abstract
    • Abstract

  • This page contains the following errors:

    error on line 1 at column 1: Start tag expected, '<' not found

    Below is a rendering of the page up to the first error.
    • FullText(HTML)
    • References (16)
  • [1]
    TERZAGHI K. Old earth pressure theories and new test results[J]. Engineering News-Record, 1920, 85(14): 632-637.
    [2]
    ANDRAWES K Z, EL-SOHBY M A. Factors affecting coefficient of earth pressure K 0 [J]. Journal of Geotechnical and Geoenvironmental Engineering, 1973, 99(sm7): 527-539.
    [3]
    CAMPANELLA R G, VAID Y P. A simple K 0 triaxial cell[J]. Canadian Geotechnical Journal, 1972, 9(3): 249-260.
    [4]
    FEDA J. K 0 -coefficient of sand in triaxial apparatus[J]. Journal of Geotechnical Engineering, 1984, 110(4): 519-524.
    [5]
    黄 博, 胡俊清, 廖先斌, 等. 原状饱和黏土静止土压力系数试验研究[J]. 岩石力学与工程学报, 2013, 32(增刊2): 4056-4064. (HUANG Bo, HU Jun-qing, LIAO Xian-bin, et al. Experimental studies of static earth pressure coefficient of undisturbed saturated clay[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(S2): 4056-4064. (in Chinese))
    [6]
    黄 博, 殷建华, 陈云敏, 等. 压电陶瓷弯曲元法测试土样弹性剪切模量[J]. 振动工程学报, 2001, 14(2): 155-160. (HUANG Bo, YIN Jian-hua, CHEN Yun-min, et al. Measuremetn of elastic shear modulus G max using piezoceramic bender elements[J]. Journal of Vibration Engineering, 2001, 14(2): 155-160. (in Chinese))
    [7]
    顾晓强, 杨 峻, 黄茂松, 等. 砂土剪切模量测定的弯曲元, 共振柱和循环扭剪试验[J]. 岩土工程学报, 2016, 38(4): 740-746. (GU Xiao-qiang, YANG Jun, HUANG Mao-song, et al. Combining bender element, resonant column and cyclic torsional shear tests to determine small strain shear modulus of sand[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 740-746. (in Chinese))
    [8]
    GU X, YANG J, HUANG M. Laboratory measurements of small strain properties of dry sands by bender element[J]. Soils and Foundations, 2013, 53(5): 735-745.
    [9]
    GU X, YANG J, HUANG M, et al. Bender element tests in dry and saturated sand: Signal interpretation and result comparison[J]. Soils and Foundations, 2015, 55(5): 951-962.
    [10]
    THOMANN T G, HRYCIW R D. Laboratory measurement of small strain shear modulus under K 0 conditions[J]. Geotechnical Testing Journal, 1990, 13(2): 97-105.
    [11]
    吴宏伟, 李 青, 刘国彬. 利用弯曲元测量上海原状软黏土各向异性剪切模量的试验研究[J]. 岩土工程学报, 2013, 35(1): 150-156. (WU Hong-wei, LI Qing, LIU Guo-bin. Measurement of small-strain inherent stiffness anisotropy of intact Shanghai soft clay using bender elements[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 150-156. (in Chinese))
    [12]
    JOVIČIĆ V, COOP M P. The measurement of stiffness anisotropy in clays with bender element tests in the triaxial apparatus[J]. Geotechnical Test Journal, 1998, 21(1): 3-10.
    [13]
    JOVIČIĆ V, COOP M P, SIMIČ M. Objective criteria for determining G max from bender element tests[J]. Géotechnique, 1996, 46(2): 357-362.
    [14]
    PAN Y W, LIOU J C. K 0 estimation in level granular soil from anisotropic wave velocities on the basis of micromechanics[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2004, 28(14): 1401-1425.
    [15]
    HATANAKA M, UCHIDA A. A simple method for the determination of K 0 -value in sandy soils[J]. Soils and Foundations, 1996, 36(2): 93-99.
    [16]
    柳艳华. 天然软黏土屈服特性及主应力轴旋转效应研究[D]. 上海: 同济大学, 2010. (LIU Yan-hua. Yield characteristics and principal stress rotation effects of natural soft clay[D]. Shanghai: Tongji Unversity, 2010. (in Chinese))
    • Related Articles

  • Related Articles

    [1]ZHANG Jiru, PENG Weike, ZHENG Yanjun. Stress-strain model and deformation parameters of K0-consolidated coral sand[J]. Chinese Journal of Geotechnical Engineering, 2023, 45(3): 478-485. DOI: 10.11779/CJGE20211558
    [2]ZHANG Kun-yong, LI Guang-shan, MEI Xiao-hong, DU Wei. Stress-deformation characteristics of silty soil based on K0 consolidation and drainage unloading stress path tests[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(7): 1182-1188. DOI: 10.11779/CJGE201707003
    [3]WU Ting-yu, GUO Lin, CAI Yuan-qiang, WANG Jun. Deformation behavior of K0-consolidated soft clay under traffic load-induced stress paths[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(5): 859-867. DOI: 10.11779/CJGE201705010
    [4]Cyclic shearing behavior of K0-consolidated clay and its rheological simulation[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1946-1955.
    [5]WANG Lizhong, SHEN Kailun. Rotational hardening law of K0 consolidated structured soft clays[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(6): 863-872.
    [6]DAN Hanbo, WANG Lizhong. Strain-rate dependent behaviors of K0 consolidated clays[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(5): 718-725.
    [7]WANG Lizhong, DAN Hanbo. Elastic viscoplastic constitutive model for K0-consolidated soft clays[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(9): 1344-1354.
    [8]WANG Lizhong, SHEN Kailun. A constitutive model of K0 consolided structured soft clays[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(4): 496-504.
    [9]LI Wenping, ZHANG Zhiyong, SUN Ruhua, WANG Weili, LI Xiaoqin. High pressure K0 creep experiment and the anisotropy of microstructure of deep buried clay[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(10): 1185-1190.
    [10]WANG Lizhong, YE Shenghua, SHEN Kailun, HU Yayuan. Undrained shear strength of K0 consolidated soft clays[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(8): 970-977.
    • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (321) PDF downloads (192) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return