| 高层建筑夯扩短桩桩筏基础沉降计算模式研究 |
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| 引用本文： | 邬毛志,唐家祥. 高层建筑夯扩短桩桩筏基础沉降计算模式研究[J]. 岩土力学, 2000, 21(4): 407-409,415 |
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| 作者姓名： | 邬毛志 唐家祥 |
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| 作者单位： | 华中科技大学土木建筑工程学院，湖北武汉 430074 |
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| 摘 要： | 根据高层建筑夯扩短桩桩筏基础的受力机理，建立了一套计算该基础沉降的模型，并利用3个工程实例对该模型进行了验证。
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| 关 键 词： | 夯扩短桩 桩筏基础 沉降模型 受力机理 基础沉降 |
| 文章编号： | 1000-7598-(2000)04-0407-03 |
Research on the settlement calculating model of short compacted expanded pile-raft foundation of high buildings |
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| WU Mao-zi,TANC Jia-qiang. Research on the settlement calculating model of short compacted expanded pile-raft foundation of high buildings[J]. Rock and Soil Mechanics, 2000, 21(4): 407-409,415 |
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| Authors: | WU Mao-zi TANC Jia-qiang |
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| Abstract: | Accordign to the force-bearing mechanism of short compacted expanded pile-supported raft of high buildings, a set of models for calculating the foundation settlement are presented, and the model is tested by three practical cases. |
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| Keywords: | short compacted expanded pile pile-supported raft model of settlement |
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