Volume 15 Issue 3
Apr.  2011
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SHI Yuling, LI Xiu, LI Kailing. 2007: DESIGN OPTIMIZING OF ANTI-SLIDING PILE WITH PRESTRESSED CABLE ANCHORS. JOURNAL OF ENGINEERING GEOLOGY, 15(3): 412-415.
Citation: SHI Yuling, LI Xiu, LI Kailing. 2007: DESIGN OPTIMIZING OF ANTI-SLIDING PILE WITH PRESTRESSED CABLE ANCHORS. JOURNAL OF ENGINEERING GEOLOGY, 15(3): 412-415.

DESIGN OPTIMIZING OF ANTI-SLIDING PILE WITH PRESTRESSED CABLE ANCHORS

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  • Received Date: 2006-12-18
  • Rev Recd Date: 2007-02-17
  • Publish Date: 2007-05-29
  • The technique of anti-sliding piles with prestressed cable anchors is an effective measure in landslide treatment.Compared with common anti-sliding piles,anti-sliding piles with prestressed cable anchors result in a more reasonable force bearing state.This paper,on the basis of simple hypothesis,presents the physical model and computing diagram of piles with with prestressed cable anchors,derives the anchor in the pile body free position formula,establishes a simple procedure realization moment and stress computational scheme.This method can be used to determine the most superior anchor angle and the most superior position,which will effectively reduce the anti-slide pile moment and fully display anchor function.Finally,a case of the BaoTa mountain of Yanan landslide treatment is given and the practical result is discussed.
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  • [1]  张季如,唐保付.锚杆荷载传递机理分析的双曲线模型
    [J].岩土工程学报,2002,24(2):188~192.Zhang J iru,Tang Baofu.H yperbolic fun ct ion m odel to an alyze load tran sfer m ech an ism on bolts
    [J].Ch in ese Journ al of G eotechn ical Engin eering.2002,24(2):188~192.

    [2]  桂树强,殷坤龙,罗平.预应力锚索抗滑桩治理滑坡应用研究
    [J].岩土力学,2003,10:239~245.Gu i Shuq iang,Y in K un long,Luo P ing.A study on app lications of stab ilizing p iles w ith p re-stressed anchor cab les in land slid es re m ed iat ion w ork s
    [J].R ock and So ilM ech an ics,2003,10:239~245.

    [3]  郑束宁,孙小三,吕庆,尚岳全.优化设计理论在抗滑桩工程中的应用
    [J].工程地质学报,2003,11(3):280~284Zheng Shun ing,Sun X iaosan,Lv Q ing,Sh ang Y equan.A pp licat ion of op tim ization theory to an ty-s lide p ile
    [J].Journal of Engin eering G eology,2003,11(3):280~284.

    [4]  陈希哲.土力学地基基础
    [M].北京:清华大学出版社,2004.Ch en X izhe.SoilM echan ics and G round Foundat ion
    [M].Beijing:TS ING hua U n iversity P ress,2004.

    [5]  郜焕平,马希荣.V isual Basic6.0程序设计
    [M].北京:机械工业出版社,2003.G ao H uanp ing,M a X irong.V isual B as ic6.0 P rogram D esign
    [M].Beij ing:M echan ical indu stry p ress,2003.

    [6]  李凯玲.锚杆(索)抗滑桩与岩土体相互作用研究
    [D].长安大学硕士论文,2004.L i K ailing.S tudy of the interact ion am ong ant i-slid e,an ch or and earth
    [D].C hang&an U n ivers ity m as ter d istraction.

    [7]  夏人伟.工程优化理论与算法
    [M].北京:北京航空航天大学出版社,2003.X ia R enw ei. Engin eering O p tmi ize Th eory and M ethod
    [M],Beihang U n iversity Press,2003.

    [8]  方磊,等.粉喷桩单桩承载力确定方法的比较
    [J].工程地质学报,2006,14(1):107~110.Fang Le,i et a.l.C om parison of m ethod s for determ ination of bearing capacity of d ry jet m ixing pi les.Jou rn al of Engineering G eology,2006,14(1):107~110

    [9]  王东红,等.黄土地区超长钻孔灌注桩荷载传递性状试验研究
    [J].工程地质学报,2005,13(1):117~123.W ang D onghong,et al..O n bearing beh avior of supper-long hole bored p ile in X'ian.Jou rnal of Eng ineering G eology,2005,13(1):117~123.

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