A spherical template indenter for a frozen soil long-term shear strength test

被引:9
|
作者
Zhang, Ze [1 ]
Zhou, Hong [1 ,2 ,3 ]
Feng, Wenjie [1 ]
Zhang, Zhongqiong [1 ]
Xiao, Donghui [1 ]
机构
[1] Chinese Acad Sci, Cold & Arid Reg Environm & Engn Res Inst, State Key Lab Frozen Soil Engn, Lanzhou 730000, Peoples R China
[2] Lanzhou Univ, Minist Educ, Key Lab Mech Disaster & Environm Western China, Lanzhou 730000, Gansu, Peoples R China
[3] Lanzhou Univ, Coll Civil Engn & Mech, Lanzhou 73000, Gansu, Peoples R China
关键词
Spherical template indenter; Frozen soil; Mechanical property; Long-term strength;
D O I
10.1016/j.coldregions.2016.07.011
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Certain mechanical apparatus have long been considered indispensible to practical engineering design. In particular, the spherical template indenter (STI) has been widely used for permafrost soil testing in the former USSR and Russia. Over the last 60 years, experimental engineering theories and methods have been greatly improved. But the STI has gone largely unchanged, the long-term strength and total deformation modulus analyzed by the impression of STI on soil, simple as it is to use, and effective as it is at quickly measuring the properties and forecasting the long-term strength of frozen soil. This paper makes a brief introduction to the STI apparatus. The capabilities of the STI are shown through a series of test results. It is evaluated under the pretext of being a promising tool for the investigation of frozen soil strength property. Three different methods were used to yield results predicting the long-term strength of frozen loess. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:10 / 15
页数:6
相关论文
共 50 条
  • [21] Study on attenuation characteristics of long-term strength for landslide soil
    Cheng, Dong-Xing
    Liu, Da-An
    Ding, En-Bao
    Li, Xue-Zheng
    Dai, Qian-Xun
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2005, 24 (SUPPL. 2): : 5827 - 5834
  • [22] A long-term strength criterion for frozen clay under complex stress states
    Chen, Dun
    Ma, Wei
    Li, Guoyu
    Zhou, Zhiwei
    Mu, Yanhu
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2020, 176
  • [23] Long-term shear strength behavior of a needlepunched geosynthetic clay liner
    Trauger, RJ
    Swan, RH
    Yuan, ZH
    TESTING AND ACCEPTANCE CRITERIA FOR GEOSYNTHETIC CLAY LINERS, 1997, 1308 : 103 - 120
  • [24] Critical Evaluation of the Long-Term Shear Strength of Geosynthetic Clay Liners
    Ghazizadeh, Shahin
    Bareither, Christopher A.
    GEO-CHICAGO 2016: SUSTAINABLE GEOENVIRONMENTAL SYSTEMS, 2016, (271): : 11 - 23
  • [25] Investigation of the Long-Term Strength Properties of a Discontinuity by Shear Relaxation Tests
    Liu, Ang
    Lin, Wenli
    Jiang, Jingcai
    ROCK MECHANICS AND ROCK ENGINEERING, 2020, 53 (02) : 831 - 840
  • [26] EFFECT OF VARIABLE TEST CONDITIONS ON THE LONG-TERM STRENGTH OF STEEL
    KOVPAK, VI
    INDUSTRIAL LABORATORY, 1961, 27 (11): : 1395 - 1397
  • [27] Long-term shear bond strength of luting cements to dentin.
    Piwowarczyk, A.
    Lindemann, K.
    Zipprich, H.
    Lauer, H. -C.
    JOURNAL OF DENTAL RESEARCH, 2003, 82 : B194 - B194
  • [28] Investigation of the Long-Term Strength Properties of a Discontinuity by Shear Relaxation Tests
    Ang Liu
    Wenli Lin
    Jingcai Jiang
    Rock Mechanics and Rock Engineering, 2020, 53 : 831 - 840
  • [29] Long-term axial performance of continuous-flight pile in frozen soil
    Gao, Shuai
    Sego, David
    Deng, Lijun
    CANADIAN GEOTECHNICAL JOURNAL, 2023,
  • [30] Long-term axial performance of continuous-flight pile in frozen soil
    Gao, Shuai
    Sego, David
    Deng, Lijun
    CANADIAN GEOTECHNICAL JOURNAL, 2023, 60 (12) : 1835 - 1848