Proportion Analysis of Ground Settlement Caused by Excavation and Dewatering of A Deep Excavation in Sand Area-Reference-Cited by-同舟云学术

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Proportion Analysis of Ground Settlement Caused by Excavation and Dewatering of A Deep Excavation in Sand Area

Published:2017-07-06 Issue:1 Volume:48 Page:103-113
ISSN:0971-9555
Container-title:Indian Geotechnical Journal
language:en
Short-container-title:Indian Geotech J

Author:

Chen Yang,Zhao Wen,Jia Peng-jiao,Han Jian-yong

Funder

National Natural Science Foundation of China

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/article/10.1007/s40098-017-0249-3/fulltext.html

Reference26 articles.

1. Carrera J, Neuman S (1986) Estimation of aquifer parameters under transient and steady state conditions: 2. Uniqueness, stability and solution algorithms. Water Resour Res 22(2):211–227

2. Powers JP, Corwin AB, Schmall PC, Kaeck WE (2007) Construction dewatering and groundwater control—new methods and applications, 3rd edn. Wiley, Hoboken, New Jersey

3. Stille H, Palmström A (2008) Ground behavior and rock mass composition in underground excavations. Tunn Undergr Space Technol 23:46–64

4. Wongsoraj J, Soga K, Mair RJ (2007) Modelling of long-term ground response to tunnelling under St. James’s Park, London[J]. Géotechnique 57(1):75–90

5. Limin SCP (2006) Ground surface settlement caused by foundation pit excavation and dewatering[J]. China Civ Eng J 05:117–121

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4. Design optimization and observed performance of a super-large foundation pit excavation subjected to unsymmetrical loading in water-rich floodplain: A case study;Soils and Foundations;2023-06

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