• 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
CHEN Chang-lu, SHAO Sheng-jun, LUO Ai-zhong, FANG Juan. True triaxial tests on structural effects on strength of intact loess[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2322-2327.
Citation: CHEN Chang-lu, SHAO Sheng-jun, LUO Ai-zhong, FANG Juan. True triaxial tests on structural effects on strength of intact loess[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(12): 2322-2327.

True triaxial tests on structural effects on strength of intact loess

More Information
  • Received Date: March 24, 2013
  • Published Date: November 30, 2013
  • 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.

  • [1]
    刘祖典. 黄土力学与工程[M]. 西安: 陕西科学技术出版社, 1997. (LIU Zu-dian. Loess mechanics and engineering[M]. Xi'an: Shaanxi Science and Technology Press, 1997. (in Chinese))
    [2]
    邢义川. 黄土力学性质研究的发展和展望[J]. 水力发电学报, 2000(4): 54-65. (XING Yi-chuan. Development and looking ahead of loess mechanics[J]. Journal of Hydroelectric Engineering, 2000(4): 54-65. (in Chinese))
    [3]
    高国瑞.黄土湿陷变形的结构理论[J]. 岩土工程学报, 1990, 12(4): 1-10. (GAO Guo-rui. A structure theory for collapsing deformation of loess soils[J]. Chinese Journal of Geotechnical Engineering, 1990, 12(4): 1-10. (in Chinese))
    [4]
    杨运来. 黄土湿陷机理的研究[J]. 中国科学, 1998(7): 756-765. (YANG Yun-lai. Study of loess mechanism[J]. Chinese Science, 1998(7): 756-765. (in Chinese))
    [5]
    胡再强, 沈珠江, 谢定义. 非饱和黄土的结构性研究[J]. 岩石力学与工程学报, 2000, 19(6): 775-779. (HU Zai-qiang, SHEN Zhu-jiang, XIE Ding-yi. Research on structural behavior of unsaturated loess[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(6): 775-779. (in Chinese))
    [6]
    胡再强, 谢定义, 沈珠江. 黄土稳定孔隙比原理的试验研究[J]. 水利学报, 2002, 33(8): 97-100. (HU Zai-qiang, XIE Ding-yi, SHEN Zhu-jiang. Experimental study on stable porous ratio principle of loess[J]. Journal of Hydraulic Engineering, 2002, 33(8): 97-100. (in Chinese))
    [7]
    汤连生. 黄土湿陷性的微结构不平衡吸力成因论[J]. 工程地质学报, 2003, 11(1): 24-30. (TANG Lian-sheng. Synthetic effect of microstructure and uneven suction on loess subsidence[J]. Journal of Engineering Geology, 2003, 11(1): 24-30. (in Chinese))
    [8]
    党进谦, 李 靖. 非饱和黄土的结构强度与抗剪强度[J]. 水利学报, 2001, 32(7): 79-90. (DANG Jin-qian, LI Jing. The structural strength and shear strength of unsaturated loess[J]. Journal of Hydraulic Engineering, 2001, 32(7): 79-90. (in Chinese))
    [9]
    田堪良, 张慧莉, 骆亚生, 等. 黄土的结构强度及其定量分析方法[C]// 岩石力学新进展与西部开发中的岩土工程问题. 北京: 中国科学技术出版社, 2002: 178-180. (TIAN Kan-liang, ZHANG Hui-li, LUO Ya-sheng. The loess structural strength and quantitative analysis methods[C]// New Progress of Rock Mechanics and Western Development Geotechnical Problems. Beijing: China Science and Technology Press,2001: 178-180(in Chinese))
    [10]
    骆亚生, 谢定义, 邢义川. 原状黄土的地区湿陷特性及其潜在湿陷率[J]. 西北农林科技大学学报(自然科学版), 2002, 30(5): 90-95. (LUO Ya-sheng, XIE Ding-yi, XING Yi-chuan. Regional collapse characteristics of intact loess and its rate of potential collapse[J]. Journal of Northwest Scitech University of Agriculture and Forestry (Natural Science Edition), 2002, 30(5): 90-95. (in Chinese))
    [11]
    谢定义. 黄土力学特性与应用研究的过去、现在与未来[J].地下空间, 1999, 19(4): 273-284. (XIE Ding-yi. The past, present and future of the research on mechanical characteristics and application of loess[J]. Underground Space, 1999, 19(4): 273-284. (in Chinese))
    [12]
    邵生俊, 周飞飞, 龙吉勇. 原状黄土结构性及其定量化参数研究[J].岩土工程学报, 2004, 26(4): 531-536. (SHAO Sheng-jun, ZHOU Fei-fei, LONG Ji-yong. Structural properties of loess and its quantitative parameter[J]. Chinese Journal of Geotechnical Engineering, 2004, 26(4): 531-536. (in Chinese))
    [13]
    邵生俊, 邓国华. 原状黄土的结构性强度特性及其在黄土隧道围岩压力分析中的应用[J]. 土木工程学报, 2008, 41(11): 93-98. (SHAO Sheng-jun, DENG Guo-hua. The strength characteristics of loess with different structures and its application in analyzing the earth pressure on loess tunnel[J]. China Civil Engineering Journal, 2008, 41(11): 93-98. (in Chinese))
    [14]
    陈昌禄, 邵生俊, 邓国华. 土的结构性参数与强度的关系及其在边坡稳定性分析中的应用[J]. 中南大学学报 (自然科学版), 2010, 41(1): 328-334. (CHEN Chang-lu, SHAO Sheng-jun, DENG Guo-hua. Relationship between soil structural parameters and strength and its application in slope stability analysis[J]. Journal of Central South University (Science and Technology), 2010, 41(1): 328-334. (in Chinese))
    [15]
    陈昌禄, 邵生俊, 佘芳涛. 土结构性变化对开挖边坡稳定性的影响分析[J]. 岩土工程学报, 2011, 33(12): 1938-1944. (CHEN Chang-lu, SHAO Sheng-jun, SHE fang-tao. Impact of structural change of soils on stability in slope excavation[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(12): 1938-1944. (in Chinese))
    [16]
    张茂花, 谢永利, 刘保健. 增湿时黄土的抗剪强度特性分析[J]. 岩土力学, 2006, 26(7): 1195-1200. (ZHANG Mao-hua, XIE Yong-li, LIU Bao-jian. Analysis of shear strength characteristics of loess during moistening process[J]. Rock and Soil Mechanics, 2006, 26(7): 1195-1200. (in Chinese))
    [17]
    邢义川, 刘祖典, 郑颖人. 黄土的破坏条件[J]. 水利学报, 1992, 23(1): 13-18. (XING Yi-chuan, LIU Zu-dian, ZHENG Ying-ren. A failure criterion of loess[J]. Journal of Hydraulic Engineering, 1992, 23(1): 13-18. (in Chinese))
    [18]
    邢义川, 骆亚生, 李 振. 黄土的断裂破坏强度[J]. 水力发电学报, 1999(4): 23-26. (XING Yi-chuan, LUO Ya-sheng, LI Zheng. The rupture failure strength of loess[J]. Journal of Hydroelectric Engineering, 1999(4): 23-26. (in Chinese))
    [19]
    骆亚生, 邢义川. 黄土的抗拉强度[J]. 陕西水力发电, 1998(4): 34-37. (LUO Ya-sheng, XING Yi-chuan. Tensile strength characteristics of loess[J]. Journal of Shaanxi Water Power, 1998(4): 34-37. (in Chinese))
    [20]
    沈珠江. 关于破坏准则和屈服函数的总结[J], 岩土工程学报, 1995, 17(1): 1-8. (SHEN Zhu-jiang. Summary on the failure criteria and yield function[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(1): 1-8. (in Chinese))
    [21]
    邵生俊, 罗爱忠, 邓国华, 等. 一种新型真三轴仪的研制与开发[J]. 岩土工程学报, 2009, 31(8): 1172-1179. (SHAO Sheng-jun, LUO Ai-zhong, DENG Guo-hua. Development of a new true tri-axial apparatus[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1172-1179. (in Chinese))
  • Related Articles

    [1]ZHANG Bo, YANG Wei-hao, WANG Bao-sheng. Elastoplastic design theory for ultra-deep frozen wall considering large deformation features[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(7): 1288-1295. DOI: 10.11779/CJGE201907013
    [2]ZHANG Chang-guang, ZHANG Cheng-lin, ZHOU Fei, YAN Qing. Effect of strength theory in elastic-plastic analysis of a circular tunnel[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(8): 1449-1456. DOI: 10.11779/CJGE201808010
    [3]WANG Zong-jian, MA Shu-wen, TANG Xiao-shuang, WU Jin-ming, ZHI Xian-ping, LU Liang. Application of elastic cable theory in design of reinforced earth structure[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(1): 122-129. DOI: 10.11779/CJGE201801012
    [4]ZHUANG Yan-feng. Theory and design method for electro-osmotic consolidation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(zk1): 152-155. DOI: 10.11779/CJGE2016S1028
    [5]YANG Wei-hao, DU Zi-bo, YANG Zhi-jiang, BO Dong-liang. Plastic design theory of frozen soil wall based on interaction between frozen soil wall and surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(10): 1857-1862.
    [6]YANG Wei-hao, YANG Zhi-jiang, BO Dong-liang. Elastic-plastic design theory of frozen soil wall based on interaction between frozen wall and surrounding rock[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(1): 175-180.
    [7]WANG Tao, LIU Jinli. Tests on influence of pile-soil-pile interaction[J]. Chinese Journal of Geotechnical Engineering, 2008, 30(1): 100-105.
    [8]Li Wenping. Testing and theoretical studies on the interaction between soil and shaft wall during deep soil compression due to losing water[J]. Chinese Journal of Geotechnical Engineering, 2000, 22(4): 475-480.
    [9]Zhang Qinxi, Sun Jiale, Liu Ke. Principle and application of deformation control design for retaining structure in deep excavation[J]. Chinese Journal of Geotechnical Engineering, 1999, 21(2): 26-30.
    [10]Chen Xiangsheng. Time space design theory for deep ice wall of short cylinder[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(5): 16-19.

Catalog

    Article views (259) PDF downloads (305) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return