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Learn MoreMay 03, 2007 · Three-Dimensional Numerical Analysis of Ground Surface Settlement Induced by the Excavation of Shield Tunnels Tunnel Management, Emerging Technologies, and Innovation April 2012 Influence of the Ground Displacement and Deformation of Soil around a Tunnel Caused by Shield Backfilled Grouting during Construction
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Learn MoreJun 21, 2021 · This paper investigates the performance of a top-down deep excavation in soil-rock composite stratum. The behavior of the excavation bracing system, consisting of ground anchors and end-suspended piles, has not been well understood due to the lack of relevant research. Based on the observed data of a typical deep excavation case history for the May Fourth Square Station in Tsingtao, …
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Learn MoreMar 20, 2019 · The soil parameters were obtained by carrying out laboratory tests. The 0 (zero) value is located at the top ground surface after the project backfilled. Many authors had studied the behavior of sheet pile walls in cohesion soil [29, 30]; several methods were proposed by the authors to solve the problem. In some cases, the method is compared
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