• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database
Volume 26 Issue 4
Aug.  2013
Turn off MathJax
Article Contents
Journal of Southwest Jiaotong University  > 2013  >  26(4): 651-658.
ZHANG Chonglei, JIANG Guanlu, WANG Zhimeng, LI Anhong. Experimental Investigation on Deformation Parameters of Silty Clay Based on Local Deformation Measurement[J]. Journal of Southwest Jiaotong University, 2013, 26(4): 651-658. doi: 10.3969/j.issn.0258-2724.2013.04.010
Citation: ZHANG Chonglei, JIANG Guanlu, WANG Zhimeng, LI Anhong. Experimental Investigation on Deformation Parameters of Silty Clay Based on Local Deformation Measurement[J]. Journal of Southwest Jiaotong University, 2013, 26(4): 651-658. doi: 10.3969/j.issn.0258-2724.2013.04.010
shu

Experimental Investigation on Deformation Parameters of Silty Clay Based on Local Deformation Measurement

doi: 10.3969/j.issn.0258-2724.2013.04.010
  • Received Date: 08 Nov 2012
  • Publish Date: 25 Aug 2013
    Abstract
  • In order to investigate the influence of deformation measurement methods on the deformation parameters of undisturbed silty clay, triaxial consolidated-drained shear tests equipped with local deformation measurement transducers were carried out to analyze the behaviors of strain-stress, shear strength parameters and the characteristics of Poisson's ratio and stiffness under small strain. The results show that the effective internal friction angle by using the local deformation measurement, compared with by using the full deformation measurement, decreases about 4.5% to 6.0%, while the effective cohesion increases about 5.7% to 14.0%. The volumetric strains obtained by different measurements are similar before the contraction peak value, after that, the volumetric strain gained by the local deformation measurement is the biggest, followed by the ones via the full deformation measurement and the water measurement. The stiffness gained by the local deformation measurement is twice larger than that based on the full deformation measurement under small strain. When axial strain is smaller than 0.2%, Poisson's ratio increases rapidly with the increase of axial strain in the initial stage, then slows down and becomes stable gradually.

     

    • FullText(HTML)
  • loading
    • References(23)
  • BURLAND J B. Small is beautiful the stiffness of soils at small strains[J]. Canadian Geotechnical Journal, 1989, 26(4): 499-516.
    TATSUOKA F, KOHATA Y. Stiffness of hard soils and soft rocks in engineering applications[C]//Proceedings of International Symposium Pre-failure Deformation of Geomaterials. Rotterdam: A. A. Balkema, 1995: 947-1063.
    JARDINE R J, POTTS D M, FOURIE A B, et al. Studies of the influence of nonlinear stress-strain characteristics in soil structure interaction[J]. Gotechnique, 1986, 36(3): 377-396.
    MAIR R J. Developments in geotechnical engineering research: application to tunnels and deep excavations[C]//Proceedings of the Institution of Civil Engineers. London:[s.n.], 1993: 27-41.
    JARDINE R J, SYMES M J, BURLAND J B. The measurement of soil stiffness in the triaxial apparatus[J]. Geotechnique, 1984, 34(3): 323-340.
    SCHOLEY G K, FROST J D, LOPRESTI D C, et al. A review of instrumentation for measuring small strains during triaxial testing of soil specimens[J]. Geotechnical Testing Journal, 1994, 18(2): 137-156.
    PUZRIN A M, BURLAND J B. Non-linear model of small-strain behaviour of soils[J]. Geotechnique, 1998, 48(2): 217-233.
    CLAYTON C R, KHATRUSH S A. A new device for measuring local axial strains on traxial specimens[J]. Geotechnique, 1986, 36(4): 593-597.
    傅传国,娄宇. 预应力型钢混凝土结构试验研究及工程应用[M]. 北京:科学出版社,2007: 50-54.
    傅传国,蒋永生,梁书亭. 预应力及非预应力型钢混凝土框架受力及抗震性能试验研究[J]. 建筑结构学报,2010,31(8): 15-21. FU Chuanguo, JIANG Yongsheng, LIANG Shuting. Experimental study on seismic performance of prestressed and non prestressed steel reinforced concrete frames[J]. Journal of Building Structures, 2010, 31(8): 15-21.
    DUNCAN J M, CHANG C. Nonlinear analysis of stress and strain in soils[J]. Journal of Soil Mechanics and Foundations Division, 1970, 96(5): 1629-1653.
    傅传国,王玉镯,于德帅,等. 火灾作用下预应力型钢混凝土简支梁承载性能试验研究[J]. 防灾减灾工程学报,2012,32(1): 1-7. FU Chuanguo, WANG Yuzhuo, YU Deshuai, et al. Experimental study on bearing behaviour of prestressed steel reinforced concrete simply supported beam under fire and vertical load[J]. Journal of Disaster Prevention and Mitigation Engineering, 2012, 32(1): 1-7.
    孙益振,邵龙潭. 基于局部与整体变形测量的粉土泊松比试验研究[J]. 岩土工程学报,2006,28(8): 1033-1038. SUN Yizhen, SHAO Longtan. Experimental researches on Poisson's ratio of silty soil based on local and whole deformation measurements[J].Chinese Journal of Geotechnical Engineering, 2006, 28(8): 1033-1038.
    中华人民共和国住房和城乡建设部. GBT9978—1999 建筑构件耐火试验方法[S]. 北京:中国建筑工业出版社,1999.
    王东,刘长武,王丁,等. 三向应力下典型岩石破坏预警及峰后特性[J]. 西南交通大学学报,2012,47(1): 90-96. WANG Dong, LIU Changwu, WANG Ding, et al. Failure prediction and post-failure behavior of typical rock under triaxial compression[J]. Journal of Southwest Jiaotong University, 2012, 47(1): 90-96.
    European Committee for Standardization. ENV 1992-1-2 Eurocode 2: design of concrete structures-part 1-2: general rules-structural fire design[S]. 1992.
    CLAYTON C R I, HEYMANN G. Stiffness of geomaterials at very small strains[J]. Geotechnique, 2001, 51(3): 245-255.
    European Committee for Standardization. EN 1993-1-2 Eurocode 3: design of steel structures-part 1-2: general rules-structural fire design[S]. 1993.
    中国石油天然气总公司. SY/T5163—1995 沉积岩粘土矿物相对含量X射线衍射分析方法[S]. 北京:石油工业出版社,1996.
    张昊宇,郑文忠. 1860级低松弛钢绞线高温下力学性能[J]. 哈尔滨工业大学学报,2007,39(6): 861-865. ZHANG Haoyu, ZHENG Wenzhong. Mechanical property of steel strand at high temperature[J]. Journal of Harbing Institute of Technology, 2007, 39(6): 861-865.
    周江平,彭雄志. 土体抗剪强度的尺寸效应[J]. 西南交通大学学报,2005,40(1): 77-81. ZHOU Jiangping, PENG Xiongzhi. Investigation on size effect of shear strength of soil[J]. Journal of Southwest Jiaotong University, 2005, 40(1): 77-81.
    董建军,邵龙潭. 考虑端部效应影响的非饱和压实土三轴试验研究[J]. 岩石力学与工程学报,2010,29(9): 1937-1944. DONG Jianjun, SHAO Longtan. Study of unsaturated compacted soil considering influence of end effect by triaxial test[J]. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(9): 1937-1944.(中、英文编辑:付国彬) (上接第631页)
    中华人民共和国住房和城乡建设部. GB50010—2010 混凝土结构设计规范[S]. 北京:中国建筑工业出版社,2010.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML
    Article views(1143) PDF downloads(426) Cited by()
    Proportional views
    Related

    Copyright © 2009 Journal of Southwest Jiaotong University

    Address: RM449 & 451, Administrative Building, Xipu Campus, Southwest Jiaotong University Western Hi-tech Zone, Chengdu, Sichuan 611756, P. R. China

    Tel: 028-66367562Fax: 028-66366552Email: xbz@home.swjtu.edu.cn

    Supported by: Beijing Renhe Information Technology Co. Ltd  support: info@rhhz.net

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return