Performance of a Large-Scale Excavation by Bottom-Up Technique in Hangzhou Soft Clay
This paper studied the excavation of a foundation pit above a running subway tunnel in Hangzhou soft soil. The zoned excavation and top-down construction techniques were adopted to control the deformation caused by foundation pit excavation. The excavation was divided into four parts, named Zone A,...
Saved in:
Main Authors: | Ri-qing Xu, Yi-hong Zhu, Pan Ding |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6061849 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Displacement Characteristics of a Deep Excavation in Hangzhou Soft Clay
by: Yuan Mei, et al.
Published: (2022-01-01) -
Analysis Method for Ground Settlement Induced by Ultra-Deep Excavation in Hangzhou Soft Clay Considering Time-Space Effect
by: XIONG Yifan, YING Hongwei, ZHANG Jinhong, CHENG Kang, LI Binghe
Published: (2025-01-01) -
Prediction of Response of Existing Building Piles to Adjacent Deep Excavation in Soft Clay
by: Yao-Ying Liang, et al.
Published: (2019-01-01) -
Stabilization of Soft Clay Soil by the Reinforcement of Single Bottom Ash Silica Fume (BASF) Column
by: Ng Jun Shen, et al.
Published: (2024-08-01) -
Experimental Study on the Variation Law of Excess Pore Water Pressure at the Bottom of the Foundation Pit for Excavation
by: Qizhi Hu, et al.
Published: (2020-01-01)