桩筏基础的相互作用系数解法及参数分析

桩筏基础的相互作用系数解法及参数分析 English Version

基金项目: 国家自然科学基金资助项目(50478022)

Institute of Engineering Safety and Disaster Prevention Shanghai Jiaotong University Shanghai 200240 China

摘要: 采用积分方程法推导出求解桩–桩、桩–土和土–土间相互作用系数所需要的第二类Fredholm积分方程,利用叠加原理对桩筏基础进行计算分析,通过与常规弹性理论方法计算结果的比较验证了本文方法的正确性。最后对桩筏基础的沉降、各桩以及土之间的荷载分担情况进行了一系列的参数分析。此方法可以用来分析大规模桩筏基础,具有较好的工程应用前景。
- 桩筏基础 /
- 相互作用系数 /
- 荷载分担 /
- 沉降
Abstract: By use of the method of integral equation,the second kind Fredholm’s integral equation was deduced to solve the interaction factors of pile-pile,pile-soil and soil-soil.Using the principle of superposition,the piled raft foundation was calculated.The validity of the proposed method was verified through comparison with solutions obtained using other methods by existing theories of elasticity.Finally,a series of parametric analysis was made to study the settlement of piled raft foundation and the loads shared by the individual pile and subsoil.The proposed method could be readily used to analyze the large piled raft foundation.
- piled raft foundation /
- interaction factor /
- load sharing /
- settlement