Volume 12 Issue 1
Apr.  2011
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JIA Haili, WANG Chenghua, LI Jianghong. 2004: ANALYSIS OF PILE SPACING BETWEEN ANTI-SLODING PILES AND PETAINING PILES IN ACCORDANCE WITH SOIL ARCHING EFFECT. JOURNAL OF ENGINEERING GEOLOGY, 12(1): 98-103.
Citation: JIA Haili, WANG Chenghua, LI Jianghong. 2004: ANALYSIS OF PILE SPACING BETWEEN ANTI-SLODING PILES AND PETAINING PILES IN ACCORDANCE WITH SOIL ARCHING EFFECT. JOURNAL OF ENGINEERING GEOLOGY, 12(1): 98-103.

ANALYSIS OF PILE SPACING BETWEEN ANTI-SLODING PILES AND PETAINING PILES IN ACCORDANCE WITH SOIL ARCHING EFFECT

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  • Received Date: 2002-10-20
  • Rev Recd Date: 2003-03-10
  • Publish Date: 2004-01-22
  • Anti-sliding pile are used to stabilize slopes and to control landslide for a long history. It is because of the soil arching effect between the piles that can work effectively. According to the limit equilibrium of the soil mass,the horizontal soil arching effect between the cylindrical anti-sliding piles in the earth is studied and the formula for largest spacing between the piles is proposed. Then, through a case study, the physical meanings and the feasibility of the largest spacing between the piles are discussed. Then the suitable spacing between the piles is proposed in consideration of the soil arching effect. Finally, Some useful suggestions for the slope engineering designing are also proposed in the paper.
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  • [1] 殷跃平,康宏达,陈波.三峡工程移民迁建区灾害地质体改造与利用研究
    [J].工程地质学报,2000,8(1):73~80.Yin Yueping,Kang Hongda,Chenbo.Reconst ruct ion and utilization of hazardous geomass at relocat ion of populat ion from t het hree-gorges project sit e.Journal of Engineering Geology,2000,8(1):73~80.

    [2] 王成华,陈永波.世寿街滑坡发生机理与防治对策
    [J].工程地质学报,2000,8(3):277~280. Chenghua,Chen Yongbo,Mechanism for occurrence ofshishoujie landslide and it s cont rol measures.Journal of Engineer2ing Geology,2000,8(3):277~280.

    [3] 胡敏云,夏永承.从深基坑护壁桩桩身弯矩分析桩侧土压力
    [J].力学与实践,2001,(2):16~20.Hu Minyun,Xia Yongcheng.Back analysis of t he eart h pressureon retaining pile.Mechanics and Pract ice,2001,(2):16~20.

    [4] 王成华,陈永波,林立相.抗滑桩间土拱力学特性与最大桩间距分析
    [J].山地学报,2001,(6):556~559.Wang Chenghua,Chen Yongbo,Lin Lixiang.Soil arch mechanicalcharact er and suit able space bet ween one another ant i-slidingpile.Journal of Mount ain Science,2001,(6):556~559.

    [5] 王士川.抗滑桩间距的下限解
    [J].工业建筑,1997,(10):32~36.Wang Shichuan.Ant i-slide pile spacing of t he lower limit equa2tion.Indust rial Construct ion,1997,(10):32~36.

    [6] 朱碧堂,刘一亮.基坑开挖和支护中的土拱效应
    [J].岩土工程师,2001,(1):1~4.Zhu Bit ang,Liu Yiliang.Soil arching in th e excavat ion and support ing struct ure.Geot echnical Engineer,2001,(1):1~4.

    [7] 吴能森,郑建荣.人工挖孔围护桩受理机理的研究与探讨
    [J].岩土工程技术,1997,(3):26~30.Wu Nengsen,Zheng Jianrong,Study and discussion of the mechanical behavior of t he man dug support ing pile.Geot echnicalEngin eering T echnique,1997,(3),26~30.

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