Investigation of Surface Settlement and Wall Deflection Caused by Braced Excavation in Spatially Variable Clays Based on Anisotropic Random Fields-Reference-Cited by-同舟云学术

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Investigation of Surface Settlement and Wall Deflection Caused by Braced Excavation in Spatially Variable Clays Based on Anisotropic Random Fields

Published:2021-06-24 Issue: Volume: Page:
ISSN:2193-567X
Container-title:Arabian Journal for Science and Engineering
language:en
Short-container-title:Arab J Sci Eng

Author:

Yi Shun,Chen Jian,Huang Juehao,Li Jianbin,Qiu Yuefeng,You Weijun

Funder

National Natural Science Foundation of China

the International Partnership Program of Chinese Academy of Sciences

the Science and Technology R&D Project of China State Construction International Holdings Limited

Ningbo Public Welfare Science and Technology Planning Project

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

https://link.springer.com/content/pdf/10.1007/s13369-021-05853-8.pdf

Reference42 articles.

1. Kung, G.T.C.; Hsiao, E.C.L.; Schuster, M.; Juang, C.H.: A neural network approach to estimating deflection of diaphragm walls caused by excavation in clays. Comput. Geotech. 34(5), 385–396 (2007)

2. PSCG.: Specification for excavation in Shanghai metro construction. Shanghai, China: Professional Standards Compilation Group (2000)

3. Zheng, G.; Yang, X.; Zhou, H.; Du, Y.; Sun, J.; Yu, X.: A simplified prediction method for evaluating tunnel displacement induced by laterally adjacent excavations. Comput. Geotech. 95(3), 119–128 (2018)

4. Kung, G.T.C.; Juang, C.H.; Hsiao, E.C.L.; Hashash, Y.M.A.: Simplified model for wall deflection and ground-surface settlement caused by braced excavation in clays. J. Geotech. Geoenviron. Eng. 133(6), 731–747 (2007)

5. Zhang, W.G.; Goh, A.T.C.; Xuan, F.: A simple prediction model for wall deflection caused by braced excavation in clays. Comput. Geotech. 63, 67–72 (2015)

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Impact of Multivariate Cross-Correlation between Soil Parameters on Maximum Longitudinal Deformation of an Operating Tunnel Induced by Ground Surface Surcharge;ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering;2023-12

2. Force system conversion mechanisms of retaining structures for subway excavation in soft soil;Bulletin of Engineering Geology and the Environment;2023-06-19

3. Deformation Characteristics for Subway Excavation in Soft Soil and Temperature Correction Method in Strut Force;Arabian Journal for Science and Engineering;2022-06-16

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