Effect Analysis of Isolation Piles outside Foundation Pit on Controlling Lateral Soil Displacement

Currently,it is still controversial whether isolation piles can effectively reduce the deformation of underground structures outside foundation pits.In order to study the effect of isolation piles on lateral soil displacement induced by excavation,a three-stage method is presented to study the soil...

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Veröffentlicht in:	Fangzai Jianzai Gongcheng Xuebao 2019-01 (3), p.478
Hauptverfasser:	Cheng, Yichong, Gong, Dikuai, Ye, Junneng, Zheng, Xiang
Format:	Artikel
Sprache:	chi
Schlagworte:	Buried structures Deformation Deformation effects Excavation Feasibility studies Lateral displacement Piles Soil dynamics Soils Stiffness Underground structures
Online-Zugang:	Volltext
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