| 均质地基中的桩基础沉降计算 |
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| 引用本文： | 陈甦.均质地基中的桩基础沉降计算[J].岩土力学,1996,17(1):61-70. |
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| 作者姓名： | 陈甦 |
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| 作者单位： | 苏州城建环保学院城建系 |
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| 摘 要： | 树桩基础为等代墩基，从明德林（Ｍｉｎｄｌｉｎ）解出发，推导了置于均质地基中的桩基础沉降计算公式，并给出了有关计算参数表，利用这些公式和表格进行沉降计算，比较方便、简单。
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| 关 键 词： | 均质地基 桩基础 沉降 |
Calculation of Total Settlement of Pile Foundation in Homogeneous Subsoil |
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| Chen Su.Calculation of Total Settlement of Pile Foundation in Homogeneous Subsoil[J].Rock and Soil Mechanics,1996,17(1):61-70. |
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| Authors: | Chen Su |
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| Institution: | Suzhou institute of Urban Construction and Enrironmental Protection. 215008 |
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| Abstract: | Based on Mindlin's solution, the formulas for calculating the total settlement of pile foundationin homogeneous subsoil are presented. SOme parameters in the formulas are simulataneausly given. By use ofthese formulas and tables, the calculation of total settlement is simple. |
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| Keywords: | homogeneous subsoil pile foundation settlement |
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