4/4/2025, 11:21:19 PM 星期五
Home > Archive>Volume 47, Issue 6, 2020 >67-72,96. DOI:1672-7428（2020）06-0067-06
PDF HTML XML Export Cite reminder
Analysis and design of the anchor cable pile sheet retaining wall for high slope treatment
CSTR:
[cstr]
Author:
Affiliation:

1.College of Civil and Architecture Engineering, Guilin University of Technology,Guilin Guangxi 541004, China;2.Guangxi Guilin Geotechnical Institute of Hydrogeology and Engineering Geology,Guilin Guangxi 541002, China

Clc Number:

U418.5 2

  • Article
    • | |
  • Metrics
    • |
  • Reference [17]
    • |
  • Related
    • |
  • Cited by
    • | |
  • Comments
    Abstract:

    Taking Liudong New District of Liuzhou City as an example, the flood interception ditch and slope retaining project is introduced with analysis of a section of high slope with elevation difference of 25m. Stability evaluation and residual sliding force calculation is conducted for the landslide using the broken line sliding plane transfer coefficient method of limit equilibrium theory. Discussion is made on the design approach for the three layered anchor cable pile sheet retaining wall. The internal force of the anti slide pile body is calculated by both the landslide thrust method and the Coulomb earth pressure method with the structural plan of the pile sheet retaining wall selected through analysis of the internal force of the pile body. The slope protection plan above the retaining wall, the monitoring plan and suggestions during and after high slope construction are introduced. It provides reference for the treatment of high slope landslides in the future.

    Reference
    [1] 何木,李明玉. 柳州市柳东新区核心区及周边片区路网—横十三路(纵八路～纵十八路)截洪沟及边坡支挡工程施工图设计[R].2018.HE Mu,LI Ming-yu.Liudong new district of Liuzhou city construction core area or surrounding area road network-transverse number 13 road (longitudinal number eighth road to longitudinal eighteen road) for flood interception ditch and slope braced project design chart [R].2008.
    [2] GB 50330-2013,建筑边坡工程技术规范 [S].GB50330-2013,Technical code for building slope engineering[S].
    [3] GB 50010-2010,混凝土结构设计规范 [S].GB 50010-2010,Code for design of concrete structures[S].
    [4] 张硕.房山区贾金路边坡稳定性评价与治理方案研究[J]. 探矿工程(岩土钻倔工程),2018,45(10)：97-103.ZHANG Shuo. Slope Stability Evaluation and Treatment Along Jiajin Road,Fangshan District[J].Exploration Engineering ( Rock＆Soil Drilling and Tunneling), 2018,45(10)：97-103.
    [5] 崔恒,李慎锋,张吉庆,于海峰,薛久军,孙涛,张泉成.新型生态边坡治理支护形式现场试验研究[J]. 探矿工程(岩土钻倔工程),2019.46(1)：77-82.CUI Heng,LI Shen-feng,ZHANG Ji-qing,YU Hai-feng,XUE Jiu-jun,ZHANG Quan-cheng. Field Test on New Type of Ecological Slope Retaining[J].Exploration Engineering ( Rock ＆ Soil Drilling and Tunneling), 2019.46(1)：77-82.
    [6] 王德亮,聂庆科,黎培德,占否平.高边坡稳定性案例分析及支护结构优化[J].探矿工程(岩土钻倔工程),2017,44(7)：67-70.WANG De-liang,NIE Qing-ke,LI Pei-de, ZHAN Fou-ping. Case Analysis on High Slope Stability and Optimization Design of Supporting Structure[J]. Exploration Engineering ( Rock ＆ Soil Drilling and Tunneling) ,2017,44(7)：67-70.
    [7] 马显春,罗刚,邓建辉,上官力.陡倾滑面堆积层滑坡抗滑桩锚固深度研究[J].岩土力学,2018,39(增刊2)：157-168.MA Xian-chun,LUO Gang,DENG Jian-hui,SHANG Guan-li. Study of anchorage depth of anti-sliding piles for steep-sliding accumulation landslides[J].Rock and Soil Mechanics, 2018,39(增刊2)：157-168.
    [8] 李斌,黄芬.福堂水电站震后厂房边坡锚索加固及应力监测与分析[J]. 探矿工程(岩土钻倔工程),2015,42(7)：67-71,76.LI Bin,HUANG Fen. Slope Anchor Cable Reinforcement of Futang Hydropower Station after Earthquake and the Stress Monitoring Analysis[J].Exploration Engineering ( Rock ＆ Soil Drilling and Tunneling), 2015,42(7)：67-71,76.
    [9] 徐小华.格构梁与锚索注浆复合结构在加固边坡工程中的应用研究[J]. 探矿工程(岩土钻倔工程),2009,36(5)：72-74,80.XUE Xiao-hua. Application Research on Composite Structure with Lattice Beam and Anchor Cable Grouting in Slope Reinforcement[J]. Exploration Engineering ( Rock ＆ Soil Drilling and Tunneling), 2009,36(5)：72-74,80.
    [10] 宋国龙.露天煤矿边坡稳定性实例分析及优化设计[J]. 探矿工程(岩土钻倔工程),2016,43(10)：30-35.SONG Guo-long. Example Analysis and Optimal Design of Slope Stability in Open Pit Coal Mine[J]. Exploration Engineering ( Rock ＆ Soil Drilling and Tunneling), 2016,43(10)：30-35.
    [11] 徐胜林,贾义斌.锚索抗滑桩锚索地梁在滩坪特大型复杂滑坡治理工程中的应用[J]. 探矿工程(岩土钻倔工程),2005,32(10)：32-37.XU Sheng-lin,JIA Yi-bin. Application of Anchor Cable Anti-slide Pile and Anchor Cable Ground Beam in the Treatment of Extra Large and Complex Landslide in Tanping[J]. Exploration Engineering ( Rock ＆ Soil Drilling and Tunneling), 2005,32(10)：32-37.
    [12] 尹静,邓荣贵,王金梅,王园园,李凯甜.锚索抗滑桩内力计算的传递矩阵法[J].岩土力学,2017,38(12)：3517-3523,3531.YIN Jing,DENG Rong-gui,WANG Jin-mei,WANG Yuan-yuan,LI Kai-tian. Transfer matrix algorithm for calculating internal forces of anti-sliding pile with anchor cable[J]. Rock and Soil Mechanics, 2017,38(12)：3517-3523,3531.
    [13] 赵永永.锚索抗滑桩在大型滑坡体中的安全性评价[J].国防交通工程与技术,2017,15(6)：30-33.ZHAO Yong-yong.Safety Evaluation of Anti-slide Pile with Anchor Cable in Large-scale Landslide[J]. Traffic Engineering and Technology for National Defence, 2017,15(6)：30-33.
    [14] 王会永.锚索抗滑桩在太长高速公路的运用与对比研究[J].中外公路,2018,38(4),29-33.WANG Hui-yong. Application and Contrastive Study of Anti-slide Pile with Anchor Cable in Tai-Chang Expressway[J]. 2018,38(4),29-33.
    [15] 韩琨,高安民,周维钰.青海红土山滑坡工程的治理方案选择[J]. 探矿工程(岩土钻倔工程),2007,34(7)：40-43.HAN Kun,GAO An-min,ZHOU Wei-yu. Choice of Treatment Scheme on Landslide in Hongtu Mountain of Qinghai[J]. [J].Exploration Engineering ( Rock ＆ Soil Drilling and Tunneling), 2007,34(7)：40-43.
    [16] 魏万鸿,宿星,叶伟林,吴玮江,申虎军,杨涛.预应力锚索地梁在矿山已变形边坡加固中的应用[J]. 探矿工程(岩土钻倔工程),2017,44(7)：71-75.WEI Wan-hong,SU Xing,YE Wei-lin, WU Wei-jiang,SHEN Hu-jun,YANG Tao. Application of Pre-stressed Anchor Cable Groundsill in Reinforcement Engineering of Deformed Mine Slope[J].Exploration Engineering ( Rock ＆ Soil Drilling and Tunneling), 2017,44(7)：71-75.
    [17] 孙训方, 方孝淑, 关来泰. 材料力学(第5版)[M]. 北京:高等教育出版社, 2009.SUN Xun-fang, FANG Xiao-shu, GUAN Lai-tai.Materials mechanics (version 5)[M]. Beijing: Advanced Education Publishing House, 2009.
    Related
    Cited by
Get Citation

Copy
Share
Article Metrics
  • Abstract:1211
  • PDF: 1041
  • HTML: 264
  • Cited by: 0
History
  • Received:August 15,2019
  • Revised:March 18,2020
  • Adopted:March 19,2020
  • Online: July 03,2020
Article QR Code
Today's visits：819 Total visits：152402   津ICP备19010518号-1  

津公网安备12011002024030号
Address：No.77 Jinguang District, Langfang City, Hebei Province Post Code：065000 Phone：0316-2096324
URL：http://www.tkgc.net/ E-mail：tkgc@mail.cgs.gov.cn
Drilling Engineering ® 2025 All Rights ReservedSupported by:Beijing E-Tiller Technology Development Co., Ltd.