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• Designed model established by ANSYS program is used to analyze the loading behavior of the CFG pile composite foundation such as vertical displacement, stress and character of destructive capability.

利用ANSYS有限元程序建立模型，对CFG复合地基承载性状(竖向位移应力分布、破坏特点)进行了分析

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• In the design of cantilever pile cluster bracing structure the calculation of its horizontal displacement is discussed by taking the design of certain foundation pit bracing as an example.

本文基坑支护工程设计为例，讨论了悬臂式排支护结构设计支护结构水平位移计算问题，提出了减小支护结构水平位移构造设计措施。

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• Secondly, a formula for calculating effective length of flexible pile under stiff foundation is set up based on elastic theory and displacement cooperation relations.

根据弹性理论分别计算土压缩量，并考虑刚性基础条件桩土位移协调关系，得到了在刚性基础柔性桩复合地基有效计算公式。

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• With the changing of piles length, displacement ratio and piles strength, we concluded the settlement rules of semi -rigid-pile composite foundation by numerical calculation method.

分析刚性复合地基桩土受力特点，通过数值计算方法，得到半刚性桩复合地基沉降随桩置换、桩身强度等因素变化关系。

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• The precast pile is a widely used type of pile in foundation engineering. The soil surrounding the pile will be compacted during pile driving, and lateral and upward displacement will take place.

预制基础工程中较采用一种沉桩过程对桩周土体产生挤压，导致桩周土体的侧向变形和隆起。

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• The precast pile is a widely used type of pile in foundation engineering. The soil surrounding the pile will be compacted during pile driving, and lateral and upward displacement will take place.

预制基础工程中较采用一种沉桩过程对桩周土体产生挤压，导致桩周土体的侧向变形和隆起。

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