微型组合抗滑桩其参数对桩土作用影响分析 |
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引用本文: | 孙厚超,吉如涛.微型组合抗滑桩其参数对桩土作用影响分析[J].路基工程,2010,0(2):88-90. |
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作者姓名: | 孙厚超 吉如涛 |
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作者单位: | 1.盐城工学院土木工程学院, 江苏盐城 224051 |
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基金项目: | 盐城工学院研究生科研启动基金项目(XKY2009050) |
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摘 要: | 微型组合桩治理滑坡处于尝试阶段。结合滑坡治理工程实例,运用ANSYS软件模拟桩距、锚固深度的变化对桩土共同作用的影响,得出了微型桩结构的抗滑规律,为设计提供参考。
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关 键 词: | 微型组合桩 ANSYS 桩土作用 数值分析 |
收稿时间: | 2019-09-23 |
Study on the Influence of Parameter Micro Composite Anti-slide Pile on Pile Soil Interaction |
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Authors: | SUN Hou-chao JI Ru-tao |
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Affiliation: | 1.School of Civil Engineering/a>;Yancheng Insitutte of Technology/a>;Yancheng 224051/a>;Jiangsu/a>;China/a>;2.Yancheng Tinghu Construction Consulting Co./a>;Ltd./a>;Yancheng 224003/a>;China |
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Abstract: | The treatment of landslide with micro composite pile is under trial.Combined with engineering practice of landslide treatment,this paper simulates the influence of the changes of pile space and anchoring depth against pile soil interaction with ANSYS software and obtains the rule of slide-resistance of micro pile structure to provide reference for design. |
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Keywords: | micro composite pile ANSYS pile soil interaction numerical analysis |
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