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抗滑桩间土拱力学特性与最大桩间距分析

Soil Arch Mechanical Character and Suitable Space between One Another Anti-sliding Pile

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【作者】 王成华陈永波林立相

【Author】 WANG Cheng hua 1, CHEN Yong bo 2 and LIN Li xiang 1(1.Institute of mountain hazards and environment, Chinese academy of sciences & ministry of water conservancy, Chengdu 610041, China; 2.School of Civil Eng., Southwest Jiaotong University, Chengdu

【机构】 中国科学院、水利部成都山地灾害与环境研究所西南交通大学土木工程学院中国科学院、水利部成都山地灾害与环境研究所 四川成都610041四川成都610031四川成都610041

【摘要】 抗滑桩最大桩间距确定的基础理论至今未建立起来 ,工程实践中仍依赖专家经验。本文从方桩桩间土拱形成的原理、力学特性论证入手 ,较全面地分析了桩间土拱的受力、变形 ,力的传递和土拱破坏瞬间的最大桩间距。并建立了最大桩间距平面计算模型

【Abstract】 Anti sliding pile has been used for prevention and cure landslide more than 40 year, but the radical theory to decide the max distance of one another pile hasn’t been set up to now, and the suitable distance of one another depend mostly on expert’s experience to decide in work. The paper start from the principle and the mechanical characteristic of forming soil arch of square pile, and analysis roundly the power and the deformation and of soil arch between two anti sliding pile, and the instant most distance between two piles when soil arch is been destroyed as well as, also set up the plane model to decide the suitable distance between two piles.

【基金】 中国科学院知识创新工程项目——进藏东线典型路段泥石流滑坡减灾理论与关键技术研究 (编号 :KZCX2 -30 6 )
  • 【文献出处】 山地学报 ,Journal of Mountain Research , 编辑部邮箱 ,2001年06期
  • 【分类号】TU473.12
  • 【被引频次】420
  • 【下载频次】1635
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