| 圆形地下连续墙施工阶段受力分析 |
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| 引用本文： | 罗汀. 圆形地下连续墙施工阶段受力分析[J]. 西安建筑科技大学学报(自然科学版), 1994, 0(1) |
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| 作者姓名： | 罗汀 |
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| 作者单位： | 西安冶金建筑学院建筑工程系 |
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| 摘 要： | 基于流网理论建立了地下连续墙在施工阶段水压力的计算模型，使水、土压力与实测的侧向压力能较好地一致，根据圆形地下连续墙的圆拱效应提出了圆形地下连续墙的弹性地基梁的分段数值计算模型，便于模拟施工过程，进行墙体受力分析。
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| 关 键 词： | 地下连续墙，土压力，水压力 受力分析 |
The analysis of circular underground continuous wall during construction |
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| Luo Ting. The analysis of circular underground continuous wall during construction[J]. Journal of Xi'an University of Architecture & Technology, 1994, 0(1) |
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| Authors: | Luo Ting |
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| Abstract: | Based on flow net theory, the model of water pressure on circular underground continuous wall during construction is developed, so as to make the computed water pressure and soil pressure identical with those measured values. In view of the arch action of circular underground continuous wall, this paper also finds that the numerical model of the beam on an elastic foundation to model construction process and to calculate the internal forces of the wall is easy. |
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| Keywords: | diaphram walls earth pressure water pressure/analysis of internal forces |
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