临近基坑的近代优秀建筑物监测与对策
摘要:针对某近代优秀建筑物受相邻基坑施工影响出现的墙体裂缝,提出了相邻基坑施工影响近代优秀建筑物的安全监测对策,通过控制地下水位、调整支护结构的刚度和建筑物沉降动态预报等方法确保近代优秀建筑物的安全。
Abstract:Cracks of wall were found in the Heritage Building because of deep foundation excavation.The monitoring scheme and countermine such as protected groundwater level, increase rigidity of reinforced concrete supports and dynamical predication model for building settlement were also forward.., the Heritage Building was safety during the construction of the very closer foundation pit.
中文标题：
临近基坑的近代优秀建筑物监测与对策
Monitoring and Countermeasure of Heritage Building Subsidence Caused by Closer Deep foundation Excavation
作者：
张尚根,李刻铭
Zhang Shanggen,Li Keming
作者简介:张尚根,1963年生,男,汉族,安徽宣城人,博士,主要从事地下工程的教学、科研与工程测试工作。E-mail:genzs3@126.com
通讯地址：
解放军理工大学工程兵工程学院, 江苏南京 210007
EngineeringinstituteofcorpsofEngineers,PLAUniversityofscienceandTechnology,Nanjing210007,JiangsuChina
中图分类号:TU753
doi:10.3969/j.issn.1007-2993.2012.06.008
出版物：岩土工程技术
收稿日期:2012-09-10
网络出版日期:2021-07-06
关键词:基坑施工,刚度,沉降,动态预报,监测
Key words:deep foundation excavation,rigidity,building subsidence course,dynamical prediction,monitoring
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