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一种地下开挖卸载作用下毗邻建筑物安全评估方法

李立云 董莹莹

土木工程与管理学报2017,Vol.34Issue(6):23-28,6.
土木工程与管理学报2017,Vol.34Issue(6):23-28,6.

一种地下开挖卸载作用下毗邻建筑物安全评估方法

Method of Safety Assessment for Adjacent Building Under Unloading of Underground Excavation

李立云 1董莹莹2

作者信息

  • 1. 北京工业大学城市与工程安全减灾教育部重点实验室,北京 100124
  • 2. 北京工业大学北京城市交通协同创新中心,北京 100124
  • 折叠

摘要

Abstract

The excavation of underground engineering construction could threaten the safety of adjacent buildings. It is inadequate that existing buildings safety assessment methods rely solely on a single indicator for evaluation, so, some items were selected as the control indexes of the building deformation, including settlement, partially inclined, horizontal strain, vertex displacement, and deflection ratios. Thereby, considering the response of each index above, a method of safety assessment for adjacent building under unloading of underground excavation was proposed, where Analysis Hierarchy Process ( AHP ) was employed to determine the weight of the control indexes above in the building safety evaluation. Finally, combined with finite element numerical simulation, a masonry-concrete building' s safety which was adjacent to one pit engineering for a subway station was evaluated.

关键词

地下空间/开挖卸载/建筑物安全/评估方法

Key words

underground space/excavation and unloading/building safety/evaluation method

分类

建筑与水利

引用本文复制引用

李立云,董莹莹..一种地下开挖卸载作用下毗邻建筑物安全评估方法[J].土木工程与管理学报,2017,34(6):23-28,6.

基金项目

国家自然科学基金(51538001 ()

51421005) ()

土木工程与管理学报

OA北大核心CHSSCDCSTPCD

2095-0985

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