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

Zhang Shanggen; Li Keming

doi:10.3969/j.issn.1007-2993.2012.06.008

Volume 26 Issue 6

Jul. 2021

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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

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

doi: 10.3969/j.issn.1007-2993.2012.06.008

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

Received Date: 2012-09-10
Available Online: 2021-07-06

Abstract

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