Research on Static Mechanical Properties of Interface between Structure and Gravel Underlayer

Rong Di Liu; Jian Guo Zheng; Zhi Yuan Li

doi:10.4028/www.scientific.net/AMM.353-356.430

Paper Titles

The Application for Reinforced Concrete Piles of Marine Sedimentary Soft Soil Foundation Treatment
p.411

Research on Surrounding Rock Stability by Ideal Point-Rough Set Efficacy Coefficient Method
p.415

Numerical Simulation Research on the Mechanical Process of Pile-Anchor Retaining Deep Building Foundation Pit
p.421

A Few New Methods of Stability Coefficient Calculation of Landslides
p.426

Research on Static Mechanical Properties of Interface between Structure and Gravel Underlayer
p.430

Stability Prediction of Surrounding Rocks and Optimum Design of Roof-Bolt Parameters in Deep Roadway
p.436

Experimental Study on Test Methods of the Intergranular Suction of Unsaturated Lateritic Soil
p.440

Analysis and Calculation of the Additional Stress in the Foundation under Trapezoid-Distribution Load
p.446

Research of the Dynamic Compaction Effective Reinforcement Depth of Cohesionless Soil
p.450

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Research on Static Mechanical Properties of...

Research on Static Mechanical Properties of Interface between Structure and Gravel Underlayer

Abstract:

A series of soil-structure shear tests was taken by self-made large single shear apparatus and the main factors affecting behavior of the interface are studied. It was shown that the deformation and mechanical properties are determined by the roughness of structural surface, particle size distribution and normal stress. The interface deformation includes the shear deformation of the soil near the structure due to the constraint of structural surface and the slipping deformation of soil-structure interface, they happen at the same time and interact each other . The thickness of the interface element is 4 to 5 times of the average particle diameter away from the structure surface.

You might also be interested in these eBooks

Advances in Civil and Industrial Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

430-435

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.430

Citation:

Cite this paper

Online since:

August 2013

Authors:

Rong Di Liu, Jian Guo Zheng, Zhi Yuan Li

Keywords:

Coarse Aggregate, Gravel Underlayer, Interaction, Interface, Mechanical Property, Simple Shear Test

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Potyondy J G. Skin Friction between Various Soils and Construction Materials. Geotechnique, 1961, 11(4): 97(12): 1657-1673.

Google Scholar

[2] CLOUGHG W, DUNCAN J M. Finite element analyses of retaining wall behavior[J]. Journal of Soil Mechanic and Foundation Division, ASCE, 1971, 97(12): 1657-1673.

DOI: 10.1061/jsfeaq.0001713

Google Scholar

[3] Desai C S, et al. Cyclic testing and modelling of interface. Journ. Geot. Engrg., ASCE, 1985, 111 (6): 793一815.

Google Scholar

[4] Zhang Ga, Zhang Jianmin. Experimental study on monotonic behavior of interface between soil and structure[J]. Chinese Journal of Geotechnical Engineering, 2004, 26 (1): 21-25.

Google Scholar

[5] Zhang Ga, Zhang Jianmin. Development and application of cyclic shear apparatus for soil-structure interface[J]. Chinese Journal of Geotechnical Engineering, 2003, 25(2): 149-153.

Google Scholar

[6] Hu Liming. Study on mechanical characteristics of soil-structure interface and its application[D]. Beijing: Tsinghua University, (2000).

Google Scholar

[7] Hu Liming, Pu Jialiu. Experimental study on mechanical characteristics of soil-structure interface[D] Chinese Journal of Geotechnical Engineering, 2001, 23(4).

Google Scholar