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 37 Issue zk2
Turn off MathJax
Article Contents
Abstract
References
Related Articles
ZHANG Xiao-yong, YANG Zhan-lei, YUAN Gao-ang, LIANG Ju-wei. Stability analysis and reinforcement method for bedding shale slope[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 176-180. DOI: 10.11779/CJGE2015S2034
Citation: ZHANG Xiao-yong, YANG Zhan-lei, YUAN Gao-ang, LIANG Ju-wei. Stability analysis and reinforcement method for bedding shale slope[J]. Chinese Journal of Geotechnical Engineering, 2015, 37(zk2): 176-180. DOI: 10.11779/CJGE2015S2034
shu

Stability analysis and reinforcement method for bedding shale slope

  • 1. College of Geology and Environment, Xi’an University of Science and Technology, Xi'an 710054, China; 2. Xingtai Luqiao Construction Corporation, Xingtai 054000, China

More Information
  • Received Date: March 25, 2015
  • Published Date: July 24, 2015
    Graphical Abstract
    • Abstract
  • Based on detailed data collection and field survey of bedding shale slope in Chengde-Zhangjiakou expressway, the slip mode and slope stability are analyzed and determined by using the stereographic method. The results show that this slope is unstable, and the slip mode is sliding-tension type. The limit length of the slope instability is calculated. According to the calculated results and the local geological conditions, the micro-pile is recommended for the slope reinforcement. The stability results of the slope with micro-pile reinforcement meet the design requirements. The analytical method and design measures can be references for stability analysis of this type of slope and in the future.
    • FullText(HTML)
    • References (11)
  • [1]
    承德至张家口高速公路详细工程地质勘察报告[R]. (Engineering geological investigation report of Chengde to Zhangjiakou highway[R]. (in Chinese))
    [2]
    徐开礼, 朱志澄. 构造地质学[M]. 北京: 地质出版社, 1984. (XU Kai-li, ZHU Zhi-cheng. Structural geology[M]. Beijing: Geological Publishing House, 1984. (in Chinese))
    [3]
    张倬元, 王士天, 王兰生. 工程地质分析原理[M]. 北京: 地质出版社, 1994. (ZHANG Zhuo-yuan, WANG Shi-tian, WANG Lan-sheng. Principles of engineering geologyl[M]. Beijing: Geological Publishing House, 1994. (in Chinese))
    [4]
    苏生瑞, 王贵荣, 黄强兵. 地质实习教程[M]. 北京: 人民交通出版社, 2005. (SU Sheng-rui, WANG Gui-rong, HUANG Qiang-bing. Geological practice course[M]. Beijing: China Communications Press, 1988. (in Chinese))
    [5]
    卢 达. 基于赤平投影法的岩质边坡稳定性分析[J]. 铁道建筑, 2010(11): 69-71. (LU Da. Analysis on rock slope based on stereographic projection method[J]. Railway Construction, 2010(11): 69-71. (in Chinese))
    [6]
    姚 环, 郑 振, 简文彬, 等. 公路岩质高边坡稳定性的综合评价研究[J]. 岩土工程学报, 2006, 28(5): 558-563. (YAO Huan, ZHENG Zhen, JIAN Wen-bin, et al. Comprehensive evaluation and research on stability of high lithological slope of expressway[J]. Chinese Journal of Geotechnical Engineering, 2006, 28(5): 558-563. (in Chinese))
    [7]
    邓荣贵, 周德培, 李洪安, 等. 顺层岩质边坡不稳定岩层临界长度分析[J]. 土木工程学报, 2002(3): 178-182. (DENG Rong-gui, ZHOU De-pei, LI Hong-an, et al. On the critical length of unstable rock stratum on bedrock slope[J]. China Civil Engineering Journal, 2002(3): 178-182. (in Chinese))
    [8]
    何 晖. 微型桩加固浅层堆积层膨胀土滑坡机理与应用研究[D]. 西安: 西安科技大学, 2013. (HE Hui. Research on micropile reinforcing mechanism and application of expansive soil landslides in shallow accumulative layer[D]. Xi'an: Xi'an University of Science and Technology, 2013. (in Chinese))
    [9]
    孙书伟, 陈 冲, 丁 辉, 等. 微型桩群加固土坡稳定性分析[J]. 岩土工程学报, 2014, 36(12): 2306-2314. (SUN Shu-wei, CHEN Chong, DING Hui, et al. Stability analysis of earth slopes reinforced with micropiles[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(12): 2306-2314. (in Chinese))
    [10]
    孙书伟, 朱本珍, 马惠民, 等. 微型桩群与普通抗滑桩抗滑特性的对比试验研究[J]. 岩土工程学报, 2009, 31(10): 1564-1570. (SUN Shu-wei, ZHU Beng-zhen, MA Hui-min, et al. Model tests on anti-sliding mechanism of micropile groups and anti-sliding piles[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(10): 1564-1570. (in Chinese))
    [11]
    杨汉臣. 微型钢管桩在边坡治理中的应用及其机理分析[D]. 长沙: 中南大学, 2007. (YANG Han-chen. Application and mechanism analysis of mini steel-tube piles in treatment of landslide[D]. Changsha: Central South University, 2007. (in Chinese))
    • Related Articles

  • Related Articles

    [1]XUE Xia, LI Wang-lin, LI Chen, WEI Ru-chun, YU Hai-rui. Experimental study on expansion deformation of non-thermal-bonding composite geomembrane under ring restraint[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(6): 1145-1150. DOI: 10.11779/CJGE202006020
    [2]CHEN Jian-feng, ZHANG Wan. Centrifuge modeling on reinforced soil segmental retaining walls under different toe restraint conditions[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(10): 1905-1911. DOI: 10.11779/CJGE201810018
    [3]LU Xiao-ping, SUN Ming-hui, CHEN Hao-feng, CHU Fu-yong. Effects of end restraint in triaxial tests on coarse-grained soil[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(s1): 236-240. DOI: 10.11779/CJGE2017S1047
    [4]LU Meng-meng, XIE Kang-he, LI Chuan-xun, TONG Lei. Analytical solution for consolidation of composite ground considering lateral deformations of column and surrounding soil[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(2): 181.
    [5]Lateral boundary prediction of water conducting fracture formed in roof and its application[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(5).
    [6]ZHOU Jian, QI Bin, ZENG Qingyou. Model tests and PFC2D numerical analysis on laterally loaded passive piles[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(10): 1449-1454.
    [7]ZHOU Jian, ZHANG Gang, ZENG Qingyou. Model tests and PFC2D numerical analysis of active laterally loaded piles[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(5): 650-656.
    [8]WANG Xiuyan, TANG Yiqun, ZANG Yizhong, CHEN Jiang, HAN Shuangping. Experimental studies and new ideas on the lateral stress in soil[J]. Chinese Journal of Geotechnical Engineering, 2007, 29(3): 430-435.
    [9]WANG Xuebin. Numerical simulation of lateral deformation of rock specimen in plane strain compression[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(5): 525-530.
    [10]Tan Yuehu, Ji Tongjun. Analysis and Calculation of Lateral Wall Deflection of Braced Excavation in Soft-Clay[J]. Chinese Journal of Geotechnical Engineering, 1995, 17(4): 71-76.
    • Supplements (0)

  • Cited by

    Periodical cited type(4)

    1. 王义，张熙胤，徐振江，刘云曦，王万平，于生生. 冻土热-力耦合效应对铁路重力式桥墩抗震性能的影响研究. 河西学院学报. 2024(05): 72-80 .
    2. 秦子涵，张熙胤，吕旭浩，朱奎源，罗乾，左森虎. 冻土层覆盖条件下砂土地震液化特性振动台试验研究. 冰川冻土. 2024(06): 1849-1859 .
    3. 寇海磊，侯王相，荆皓，陈琦，李恒. 考虑土体结构劣化的高原山区桩-土体系数值分析. 湖南大学学报(自然科学版). 2022(07): 94-105 .
    4. 张熙胤，王万平，于生生，管嘉达，秦训才. 多年冻土区桥梁桩基础抗震性能及影响因素分析. 岩土工程学报. 2022(09): 1635-1643 . 本站查看

    Other cited types(12)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by(16)
    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