Improvement of the Formula of Foundation Settlement which Considering Three-Dimensional Transform

Kun Qian; Miao Wang; Ai Bang Hu; Guo Hao Liu

doi:10.4028/www.scientific.net/AMM.501-504.263

Paper Titles

Numerical Study of Effect of Joint Tip Distance from Sample End on Rock Failure
p.244

Numerical Simulation on the Regular Pattern of the Lateral Friction Transmission of the Pile in the Incline under the Pulling Force
p.248

The Application of Impact Tester for Compaction Control
p.254

A Mechanism Analysis of Pile-Soil Interaction of Micro-Pile in Building Heightening and Transformation
p.258

Improvement of the Formula of Foundation Settlement which Considering Three-Dimensional Transform
p.263

Experiment Study on Bearing Capacity of Muddy Dolostone Foundation
p.269

Application of C90 High Performance Concrete Prepared with Crushed Cobblestone on Shaft Engineering
p.275

Study on the Relation between Uniaxial Compressive Strength and Point Load Strength
p.282

Interaction Analysis of Foundation Pit Excavation and Adjacent Existing Building's Pile Foundation
p.286

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Improvement of the Formula of Foundation...

Improvement of the Formula of Foundation Settlement which Considering Three-Dimensional Transform

Abstract:

In engineering design and construction, the adverse effect would be prevented, if we can estimate and consider the the foundation transformation and control or take advantage of it.Calculating the building foundation settlement. we should consider the influence of lateral deformation of foundation soil. In this paper we replace e-lgp curve with e-p curve on basis of the calculation theory foundation settlement considering three-dimensional transformation, it makes the calculation of foundation settlement more simplified and accurate.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

263-268

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.263

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Online since:

January 2014

Authors:

Kun Qian*, Miao Wang, Ai Bang Hu, Guo Hao Liu

Keywords:

e-lgp Curve, E-P Curve, Foundation Settlement, Three-Dimensional Transform

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