| 模量随深度变化的单桩沉降 |
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| 引用本文： | 马克生,龚晓南.模量随深度变化的单桩沉降[J].工业建筑,2000,30(1):66-67. |
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| 作者姓名： | 马克生 龚晓南 |
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| 作者单位： | 浙江大学土木工程学系,杭州,310027 |
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| 基金项目： | 中国科学院资助项目，59679016， |
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| 摘 要： | 实际工程中遇到的土体模量常常随着深度的变化而变化，现用待定系数法得到了土的模量与深度按变化时的桩身沉降与轴力的理论解。
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| 关 键 词： | 单桩 弹性模量 沉降 轴力 |
| 修稿时间： | 1999-05-05 |
PILE SETTLEMENT WITH THE MODULUS OF SOIL VARYING AT DIFFERENT DEPTH |
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| Ma Kesheng,Gong Xiaonan.PILE SETTLEMENT WITH THE MODULUS OF SOIL VARYING AT DIFFERENT DEPTH[J].Industrial Construction,2000,30(1):66-67. |
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| Authors: | Ma Kesheng Gong Xiaonan |
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| Abstract: | In practical
engineering, the modulus of soil has certain trend with the increase of depth.The general
solution of the settlement of a pile subjected to a vertical load has been derived by
solving the differential equation. |
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| Keywords: | single pile elastic modulus settlement axial load |
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