Investigating pile anchor support system for deep foundation pit in a congested area of Changchun-Reference-Cited by-同舟云学术

Investigating pile anchor support system for deep foundation pit in a congested area of Changchun

Published:2020-10-09 Issue:2 Volume:80 Page:1125-1136
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Chen Aoxue,Wang Qing,Chen Zhida,Chen Jianping,Chen Zhao,Yang Jingang

Funder

Natural Science Foundation of Jilin Province

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-020-01985-7.pdf

Reference23 articles.

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2. Castelli F, Lentini V (2016) Monitoring of full scale diaphragm wall for a deep excavation. 1st IMEKO TC4 Int Work Metrol Geotech MetroGeotechnics 2016 103–108

3. Chang M-F (2000) Basal stability analysis of braced cuts in clay. J Geotech Geoenvironmental Eng 126:276–279. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:3(276)

4. Chen R, Meng F, Li Z et al (2016) Investigation of response of metro tunnels due to adjacent large excavation and protective measures in soft soils. Tunn Undergr Sp Technol 58:224–235. https://doi.org/10.1016/j.tust.2016.06.002

5. Hong Y, Ng CWW, Liu GB, Liu T (2015) Three-dimensional deformation behaviour of a multi-propped excavation at a “greenfield” site at Shanghai soft clay. Tunn Undergr Sp Technol 45:249–259. https://doi.org/10.1016/j.tust.2014.09.012

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