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[1] 李刻铭[1] 

机构地区：[1]解放军理工大学工程兵工程学院,江苏南京210007

出　　处：《岩土工程技术》2012年第6期306-308,共3页Geotechnical Engineering Technique

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。Cracks of wall were found in the Heritage Building because of deep foundation excavation. The monitoring scheme and countermine such as protected groundwater level, predication model for building settlement were also forward.. , very closer foundation pit. increase rigidity of reinforced concrete supports and dynamical the Heritage Building was safety during the construction of the

关 键 词：基坑施工 刚度 沉降 动态预报 监测 

分 类 号：TU753[建筑科学—建筑技术科学]