临近基坑的近代优秀建筑物监测与对策

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临近基坑的近代优秀建筑物监测与对策

张尚根, 李刻铭

文章导航 > 岩土工程技术 > 2012 > 26(6): 306-308

张尚根, 李刻铭. 临近基坑的近代优秀建筑物监测与对策[J]. 岩土工程技术, 2012, 26(6): 306-308. doi: 10.3969/j.issn.1007-2993.2012.06.008

引用本文:

张尚根, 李刻铭. 临近基坑的近代优秀建筑物监测与对策[J]. 岩土工程技术, 2012, 26(6): 306-308. doi: 10.3969/j.issn.1007-2993.2012.06.008

Zhang Shanggen, Li Keming. Monitoring and Countermeasure of Heritage Building Subsidence Caused by Closer Deep foundation Excavation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(6): 306-308. doi: 10.3969/j.issn.1007-2993.2012.06.008

Citation:

Zhang Shanggen, Li Keming. Monitoring and Countermeasure of Heritage Building Subsidence Caused by Closer Deep foundation Excavation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(6): 306-308. doi: 10.3969/j.issn.1007-2993.2012.06.008

张尚根, 李刻铭. 临近基坑的近代优秀建筑物监测与对策[J]. 岩土工程技术, 2012, 26(6): 306-308. doi: 10.3969/j.issn.1007-2993.2012.06.008

引用本文:

张尚根, 李刻铭. 临近基坑的近代优秀建筑物监测与对策[J]. 岩土工程技术, 2012, 26(6): 306-308. doi: 10.3969/j.issn.1007-2993.2012.06.008

Zhang Shanggen, Li Keming. Monitoring and Countermeasure of Heritage Building Subsidence Caused by Closer Deep foundation Excavation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(6): 306-308. doi: 10.3969/j.issn.1007-2993.2012.06.008

Citation:

Zhang Shanggen, Li Keming. Monitoring and Countermeasure of Heritage Building Subsidence Caused by Closer Deep foundation Excavation[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(6): 306-308. doi: 10.3969/j.issn.1007-2993.2012.06.008

临近基坑的近代优秀建筑物监测与对策

doi: 10.3969/j.issn.1007-2993.2012.06.008

解放军理工大学工程兵工程学院, 江苏南京 210007

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

中图分类号: TU753
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- 文章访问数: 21
- HTML全文浏览量: 5
- PDF下载量: 6
- 被引次数: 0
出版历程
- 收稿日期: 2012-09-10
- 网络出版日期: 2021-07-06

Monitoring and Countermeasure of Heritage Building Subsidence Caused by Closer Deep foundation Excavation

Engineering institute of corps of Engineers, PLA University of science and Technology, Nanjing 210007, Jiangsu China

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。
- 基坑施工 /
- 刚度 /
- 沉降 /
- 动态预报 /
- 监测
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.
- deep foundation excavation /
- rigidity /
- building subsidence course /
- dynamical prediction /
- monitoring

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文章访问数: 21
HTML全文浏览量: 5
PDF下载量: 6
被引次数: 0

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