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层状地基中单桩荷载与沉降的数值模拟
引用本文:张永谋,杨敏.层状地基中单桩荷载与沉降的数值模拟[J].工程勘察,1999(2).
作者姓名:张永谋  杨敏
作者单位:同济大学地下建筑与工程系
摘    要:本文在Heydinger和O'Neil提出的荷载传递函数基础上,应用矩阵位移法,建立了一种单桩荷载与沉降的数值分析方法,并与经典的弹性理论解及实测数据进行了对比,结果表明两者有良好的一致性。

关 键 词:单桩沉降  层状地基  荷载传递函数  矩阵位移法

Numerical Simulation of Load and Settlement of Single Pile in Layered Ground
Zhang Yongmou et al..Numerical Simulation of Load and Settlement of Single Pile in Layered Ground[J].Geotechnical Investigation & Surveying,1999(2).
Authors:Zhang Yongmou
Abstract:Numerical analysis for pile load and settlement is conducted herein based on the function of load transmission proposed by Heydinger and O'Neill by using matrix displacement method.Compared with solutions by elastic theory and experimental data the outcomes are in good conformity.
Keywords:settlement of single pile\ layered ground\ function of load transmission\ matrix displacement method  
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