The Research Methods of Mechanical Characteristics on the Soil-Structure Interface

Xiao Li Dong; Lei Wang

doi:10.4028/www.scientific.net/AMM.170-173.1107

Paper Titles

Characteristics and Controlling Factors of Cambrian Dolomite Reservoirs in the Northern Tarim Basin
p.1082

Stability Analysis of Mountain Slope Based on Finite Element and Discrete Element
p.1087

Analysis on Settlement of Peat Soil Foundation under Well Ditch Treatment
p.1093

Preliminary Study on the Deformation of Yuxi Basin under Gravity Action by Nonlinear Finite Element Simulation
p.1097

The Research Methods of Mechanical Characteristics on the Soil-Structure Interface
p.1107

Mechanism Analysis of Tectonic-Type Ground Fissures in Shanxi down-Faulted Basin
p.1111

Stability of Huangtupo I# Landslide under Three Gorges Reservoir Operation
p.1116

Stability Generalized Analysis of a Large-Scale Accumulation Body Slope
p.1124

Experimental Study of Rock Mechanics Parameters in the Elastic Deformation Stage at Different Strain Rates
p.1130

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173The Research Methods of Mechanical Characteristics...

The Research Methods of Mechanical Characteristics on the Soil-Structure Interface

Abstract:

There are general three kinds of means to research the mechanical properties of soil-structure interface, and they are soil-structure contact experimental studies, constitutive model and numerical calculation. Through the tests, the observation and measurement results in different experimental conditions can be obtained about soil-structure interface stress-strain characteristics, and then basing on the existing constitutive model theory researchers can put forward reasonable explanation to the phenomenon of the tests. Finally the constitutive model theory can be applied to the numerical calculation to predict and reproduce the test phenomenon, so as to fully reveal the nature of the soil-structure interface mechanical characteristics.

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Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

1107-1110

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.1107

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Online since:

May 2012

Authors:

Xiao Li Dong, Lei Wang

Keywords:

Constitutive Model, Contact, Mechanical Characteristic, Numerical Simulation Method, Soil-Structure Interface, Testing Technology

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