Dissertation > Excellent graduate degree dissertation topics show
Rigid Pile-soil Interaction Research in Coastal Region of Dongying
Author: SongFengMin
Tutor: YanQingZhi
School: China University of Petroleum
Course: Geotechnical Engineering
Keywords: Rigid pile Pile-soil interaction Finite Element Simulation Field test
CLC: TU473.1
Type: Master's thesis
Year: 2011
Downloads: 22
Quote: 0
Read: Download Dissertation
Abstract
|
Dongying China as an emerging city , with the rapid economic development of the coastal areas of further development is imperative . Be more widely used in the areas of engineering rigid pile foundation reinforcement , but the pile - soil interaction mechanism of considerable complexity of the pile - soil by force , the understanding of the deformation characteristics is not clear , nor precise calculation of stress and strain . This article combination of the Dongying area waterfront geological characteristics , select the appropriate pile - soil interface model , based on theory and experience to determine the applicable local pile foundation design parameters and engineering information to verify the correctness of theoretical modeling , so that in the engineering design of the pile to make the appropriate adjustments and estimates . Analog engineering geological conditions of the site investigation of soil , while establishing the practical application of rigid pile - Prestressed Concrete Piles model . Scene static load test of pile foundation settlement amount and the carrying capacity of the region 's two using ANSYS model to study the role of the pile-soil pile soil interaction in practical engineering simulation , and finally the two ANSYS The analysis of the results of a comparative analysis with conclusions based on field data . The results show that the interaction of the pile and soil stratification , the conclusion of the on-site analysis is basically the results with ANSYS simulation is consistent .
|
Related Dissertations
- Research on Mechanical Behavior of Combined Sections Used in Steel-Reinfouced Concrete Pillar Base,U441
- Research and Application on Thixotropic Cement Slurry,TE256
- Study about Performance Finite Element Simulation and Test of Retread Tire,TQ336.1
- Aerospace using the TO - 5 electromagnetic relay design,TM581.3
- Research on Induction Local Heating for MEMS Packaging,TP211.4
- Study on the Application of Overall Cast-in-situ Prestressed Anchorge Sheet Pile Retaining Wall,U417.1
- Thermal Elastic-Plastic Analysis of CBGA under Cycling Load,TN05
- Study on Control Groove Shape of Mechanical Ruled Gratin with Extension Pyramidal Graver,O439
- The Plane Blank Pressing Semi-fine-blanking Process Paramete Optimization and Experimental Study,TG386
- Trial Research on the Small Straw Burying and Mud-liquid Mixing Equipment for the Machine of Straw Back into Field Using in Paddy Field,S224.29
- Combined with the MIP CFG pile composite foundation deformation analysis and settlement prediction,U213.157
- The Rigid-Flexible Working Properties of Composite Foundation in Passenger Dedicated Line from Harbin to Dalian,U213.1
- Study on the Electromechanical Coupling Properties of Piezoelectric Thin Film/Nanobelt Via Nanoindentation Method,TB383.1
- Ceramic tool materials microscopic scale finite element simulation model and its application,TG711
- Three-Dimensioned Numerical Analysis of Rigid Pile Composite Foundation under Lateral Loads,TU473.1
- Study on the Mechanism of Internal Surface Crack Occurrence of T91 Steel Tubes Rolled by Mandrel Mill and Its Application,TG335.71
- Involute tooth profile roll forming half- wave of the cellular theory,TG61
- The Research of Microstructure and Mechanical Properties on Cu/WC Functionally Graded Materials,O482.1
- The Pilot Study on the Feasibility of Bioremediation on the Different Types of Oil-spilled Shoreline,X55
- The Preparation of Controlled-released Fertilizer and Their Application on Spilled-Oil Bioremediation of Intertidal Zone,X55
- Field Test and Numerical Simulation of Earth Pressure Against Multistage Retaining Wall,TU432
CLC: > Industrial Technology > Building Science > Soil mechanics,foundation engineering > Foundation > Pile foundation and deep foundation > Pile
© 2012 www.DissertationTopic.Net Mobile
|