Research on Analysis and Control of Seepage Failure in Foundation Pit

2011 ◽  
Vol 368-373 ◽  
pp. 3171-3174
Author(s):  
Yue Guo Shen ◽  
Xiao Qi Li ◽  
Nei Juan Du ◽  
Zhong Feng Shi
Keyword(s):  
Deep Foundation ◽  
Foundation Pit ◽  
Seepage Failure ◽  
Deep Foundation Pit ◽  
And Control ◽  
Design And Construction

Analyzing mechanism and conditions that cause seepage failure during deep foundation pit dewatering, some measures of controlling seepage failure are put forward in design and construction of foundation pit. Good results have gotten with these measures in a foundation pit. This paper provides references for foundation pit dewatering and relative study.

Numerical Simulation Analysis of Isolation Pile-Steel Shotcrete Combined Support of Deep Foundation Pit Excavation

2014 ◽  
Vol 638-640 ◽  
pp. 507-511
Author(s):  
Chong Ma ◽  
Xin Gang Wang ◽  
Bin Hu ◽  
Hong Bing Zhan
Keyword(s):  
Numerical Simulation ◽  
Geotechnical Engineering ◽  
Rapid Development ◽  
Engineering Problem ◽  
Simulation Software ◽  
Deep Foundation ◽  
Foundation Pit ◽  
Support Design ◽  
Deep Foundation Pit ◽  
Design And Construction

The rapid development of deep foundation pit engineering, has become an important part of the urbanization construction, which brings deep excavation support of geotechnical engineering problem research also became a major issue. This paper uses the international well-known geotechnical engineering numerical simulation software FLAC3D, through 3D finite difference numerical calculation and analysis, to better simulation calculation and analysis of deep foundation pit construction site condition, forecast after excavation of the deep foundation pit deformation displacement and dangerous position, analysis of deep foundation pit excavation process isolation pile - steel shotcrete combined support effect. Three dimensional numerical model analysis and calculation in deep foundation pit engineering design and construction scheme optimization with economy is convenient wait for a obvious advantages, can for deep foundation pit excavation of deep foundation pit support design and construction to provide effective basis.

Design and Construction of the Support Structure of Deep Foundation Pit for a Cement Plant in SR Vietnam

2011 ◽  
Vol 243-249 ◽  
pp. 6093-6096
Author(s):  
Ding Tang Wang
Keyword(s):  
Deep Foundation ◽  
Support Structure ◽  
Foundation Pit ◽  
Geological Investigation ◽  
Deep Foundation Pit ◽  
Jet Grouting ◽  
Optimizing Design ◽  
Multiple Support ◽  
Made In ◽  
Design And Construction

Combined with a specific foreign-related project and based on the detailed report of the engineering geological investigation, this paper describes the application of the selected support structures of shotcrete-bolt and bored piles with high pressure rotary jet grouting waterproof curtain from aspects of scheme optimizing, design and construction, underground watertable lowering and result monitoring. Satisfactory achievements have been made in cost saving, shortening duration, facilitating construction and environmental protection etc. It demonstrates that two or multiple support systems can be used simultaneously in one foundation pit as support structure.

Influence of Deep Foundation Pit Construction to the Surrounding Buildings - Take a Foundation Pit in Haikou as Example

2012 ◽  
Vol 268-270 ◽  
pp. 673-676
Author(s):  
Ji Nan Zou ◽  
Bei Te Cai ◽  
Hong Wei
Keyword(s):  
Large Deformation ◽  
Daily Rainfall ◽  
Shallow Foundation ◽  
Deep Foundation ◽  
Foundation Pit ◽  
Obvious Effect ◽  
Deep Foundation Pit ◽  
Design And Construction

This paper takes example of a foundation pit in Haikou, analyzing the influence on the surrounding buildings in the course of the excavation depth, daily rainfall, foundation form of the building and other factors. The results show that the excavation depth and strong rainfall may lead large deformation of the surrounding buildings, and the deep foundation pit has obvious effect on surrounding building with shallow foundation. Therefore, those factors should be considered adequately in the design and construction of deep foundation pit

The Optimization of Design and Construction for an Internal Supporting Structure

2011 ◽  
Vol 71-78 ◽  
pp. 631-634
Author(s):  
Ling Bo Dang ◽  
Lei Shun Zhang
Keyword(s):  
High Efficiency ◽  
Low Cost ◽  
Deep Excavation ◽  
Deep Foundation ◽  
Foundation Pit ◽  
Deep Foundation Pit ◽  
Supporting Structure ◽  
Pipeline Project ◽  
Water Pipeline ◽  
Design And Construction

An internal supporting structure because of its low cost, construction speed, and high efficiency in the construction of municipal works in the deep foundation pit enjoys a great advantage. In this paper, ZhongYuan West Road, the actual construction of water pipeline project, describes the mechanical characteristics，the design and construction of the internal supporting structure, It is summarized for an internal supporting structure in deep excavation of accumulated experience.

Research on auto monitoring and control instrument of deep foundation pit engineering

2011 ◽  
Author(s):  
Qian Feng ◽  
Heng Li ◽  
Yi Zhang ◽  
Xutao Wang ◽  
Hao Wang ◽  
...  
Keyword(s):  
Monitoring And Control ◽  
Deep Foundation ◽  
Foundation Pit ◽  
Deep Foundation Pit ◽  
Control Instrument ◽  
And Control

scholarly journals Establishment and practice of land subsidence control and management system for deep foundation pit dewatering in Shanghai

2020 ◽  
Vol 382 ◽  
pp. 755-759
Author(s):  
Xinlei Huang ◽  
Tianliang Yang ◽  
Jianzhong Wu ◽  
Jinxin Lin ◽  
Ye He
Keyword(s):  
Land Subsidence ◽  
Management System ◽  
Prevention And Control ◽  
Large Scale ◽  
Deep Foundation ◽  
Foundation Pit ◽  
Deep Foundation Pit ◽  
Whole Process ◽  
Control And Management ◽  
And Control

Abstract. At present, large-scale engineering construction activities, especially deep foundation pit dewatering, are important factors of land subsidence in Shanghai, which induces uneven land subsidence. To solve this problem, this paper puts forward a technical approach to prevention and control the land subsidence. Based on the practice of joint work by multiple administrative departments in Shanghai, this paper further combines the technology and management measures effectively, and summarizes the management system of land subsidence control for deep foundation pit dewatering. Meanwhile, this paper provides the key workflow, starting from the whole process control of construction project for feasibility demonstration, design, construction and completion. The practice shows that the whole process of deep foundation pit dewatering control and management provides a powerful guarantee for land subsidence prevention and control.

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