Combination GM(1,1) and Stochastic Poroelastic Theory to Prediction the Land Subsidence in Yunlin and Jiayi Area, Taiwan
p.659
p.659
Analysis of Settlement of Composite Foundation with Sparse Pile to Control Settlement
p.664
p.664
Settlement Analysis of Foundation Base on Finite Element Method
p.670
p.670
Analysis of Behavior of Composite Foundation with Sparse Pile to Control Settlement
p.674
p.674
Parameter Analysis of Foundation Settlement Considering Interaction between the Pile and Soil
p.680
p.680
The Test Analysis on Frost Heave Characteristics of Carbonated Saline Soil
p.684
p.684
Stability Analysis of Soil Slope and the Design of Anti-Slide Piles during Unsteady Seepage
p.689
p.689
Monitoring and Analysis of Fine-Grained Frozen Soil Temperature and Permafrost Table for Transmission Line Foundation
p.694
p.694
Application of Nanomaterials in Reservoir Protection
p.699
p.699
Parameter Analysis of Foundation Settlement Considering Interaction between the Pile and Soil
Abstract:
The assignment is using Drucker-prager elastic-plastic constitutive model for vertical load to analysis the interface behavior between soil and pile materials. Through the parameter analysis, in actual projects, the pile diameter and properties of pile endpoint soil have definite influences upon stress distribution and deformation of foundation. The conclusions obtained here could be taken for reference by similar projects.
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Periodical:
Applied Mechanics and Materials (Volumes 204-208)
Pages:
680-683
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Online since:
October 2012
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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