| 祥泰基坑工程开挖监测分析 |
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| 引用本文： | 郭力群.祥泰基坑工程开挖监测分析[J].福建工程学院学报,2004,2(2):215-218. |
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| 作者姓名： | 郭力群 |
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| 作者单位： | 华侨大学土木系,福建,泉州,362011 |
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| 基金项目： | 福建省自然科学基金资助项目(D020014) |
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| 摘 要： | 通过对祥泰基坑开挖过程中内支撑围护结构的水平位移、支撑构件的水平、竖向位移、基坑四周土体的沉降变化规律进行分析，找出围护结构最大侧移与土体沉降的对应关系，并根据各个观测项目的实测数值明显小于监测标准的情况，指出此围护结构设计偏于保守，建议同类工程可对结构设计进一步优化。
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| 关 键 词： | 基坑 开挖监测 监测标准值 |
| 文章编号： | 1672-4348(2004)02-0215-04 |
| 修稿时间： | 2004年3月11日 |
The analysis of the monitoring of the excavation of Xiangtai pit construction project |
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| GUO Li-qun.The analysis of the monitoring of the excavation of Xiangtai pit construction project[J].Journal of Fujian University of Technology,2004,2(2):215-218. |
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| Authors: | GUO Li-qun |
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| Abstract: | The relationship between the maximum lateral displacement of backstop structure and the settlement of subsoil is presented basing on the analysis of the horizontal displacement of Xiangtai backstop structure of inside bracing, the horizontal and vertical displacement of bracing beam, and the settlement of soil around pit. As all the observed values are obviously smaller than the monitoring standards, further optimum design is necessary for similar structures. |
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| Keywords: | pit excavation monitoring monitoring standard value |
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