Dissertation > Excellent graduate degree dissertation topics show
Vacuum Well-point Dewatering Field Experiment and Theoretical Analysis on Silty Ground
Author: RenGuoJia
Tutor: BaiBing
School: Beijing Jiaotong University
Course: Geotechnical Engineering
Keywords: Vacuum well-point dewatering vacuum negative pressure radius of influence
CLC: TU463
Type: Master's thesis
Year: 2011
Downloads: 110
Quote: 0
Read: Download Dissertation
Abstract
|
The construction method of vacuum well-point dewatering is suitable for the environment of high groundwater table level, which is an important technical measures for the earthworks, construction of foundation engineering. It is also able to reduce underground water level effectively and reduce the water ratio of soil in foundation to improve the physical-mechanical properties of soil and increase soil bearing capacity and foundation strength while reducing the lateral displacement and settlement of soil. Vacuum well-point dewatering technology is more advanced and reliable in the deep foundation of dewatering and sealing technology. However, the study on theory of vacuum well-point dewatering technology is much less than engineering and its design is mainly based on engineering practice. With the subsequent application in practice and the improvement of theoretical research vacuum well-point dewatering technology will play a greater role in the project.Based on the silt foundation of vacuum well-point dewatering in East Industrial Park of Urumqi City, Xinjiang Province this paper studies the foundation under the action of groundwater in the permeability of vacuum and studies a single well water table, water production, the scope of their relationship over time under different depth of well points and different vacuum. In this paper discuss the silt foundation of groundwater level change, a change of water and its relationship with time under the conditions of a single row of well in different depths. By reading relevant literature and on the field and laboratory test data analysis it is conclude that the changes of vacuum influence relevant variables and parameters of dewatering. Finally, in this paper the typical formula usually used in dewatering is supplied and improved, and the effect of vacuum well-point dewatering and precautions are discussed.
|
Related Dissertations
- Research on Some Problems of Moving Least Square Method in the Data Fitting,O241.5
- Study on the Technology of Excavation and Gas Drainage by Borehole Wall in the Thick Seam,TD712.6
- Free Galerkin method in fatigue fracture of Applied Research,O346.1
- The Application Study of the Element Free Galerkin Method to Fracture Analysis,O346.1
- Investigation on Heat Transfer of the Horizontal Heat Exchanger Used in Ground Source Heat Pump Systems,TU832
- MLS method , the weight function of radius of influence optimization and its application,O241
- Finite Element Analysis on a New Method for Pile Static Loading Test Using Vacuum Negative Pressure,TU473.16
- Meshless method theories and their application to PDE,O241.8
- Rock fill grouting hollow concrete pile foundation construction process,U445.55
- The Primary Research on Landscape Architectural Psychology,TU986
- Meshless method in the calculation of electromagnetic field in the Research and Application,O441
- Research on Fondation Pit Dewatering Based on Watery Sand Layer and Complex Environments in Shenyang,TU463
- Probabilistic Back Analysis for Infiltration in Unsaturated Soil Slopes,TU463
- Numerical Simulation Analysis of Dewatering Project of Strip Pit in Zhengzhou Eastern,TU463
- Numerical Simulation on Covers with Capillary Barrier Effects,TU463
- Study on the Calculation Method of Virtual Bypass in Well and Its Application in Foundation Pits Dewatering,TU463
- Service Life of Vertical Cutoff Walls for MSW Landfills and Determination of Its Thickness,TU463
- Numerical Analysis for Leachate Migration in Muncipal Solid Waste Landfill,TU463
- Study on the Impact on the Excavation of Deep Foundation Pit by Groundwater in Tianjin Area,TU463
- Finite Analysis for Unsteady Seepage in Excavation Engineering,TU463
CLC: > Industrial Technology > Building Science > Soil mechanics,foundation engineering > Groundwater, and . > Pit and well point dewatering
© 2012 www.DissertationTopic.Net Mobile
|