Model Test on Disruptive Mode of Sandy Soil

Ting Yin He; Fu Rong Yan; Qing Bo Li

doi:10.4028/www.scientific.net/AMM.330.1100

Paper Titles

Optimization Model for Fire Station Location Based on GIS and Python: A Case Study in North Cyprus
p.1059

The Tectonic and Uplift History of the Kuruketage Area in the North-East Edge of the Tarim Basin, China: Constraints from Detrital Zircon and Apatite Fission Track Data
p.1067

The Practicability of Pluralistic Nr-E-V Distribution and a Comparison of it with Singular Statistical Distribution
p.1071

The Gradual Optimization of Grounding Grip Corrosion Rate Forecasting Model
p.1075

A Study of Different Fluid Droplet Impacting on Dry and Wet Surface
p.1080

Internal Erosion of Earth Structures as a Coupled Hydromechanical Process
p.1084

Geogrid Reinforced Lime Cement Treated Granular Soils
p.1090

Time Dependent Viscoelastic Behaviour of EPS Geofoam
p.1095

Model Test on Disruptive Mode of Sandy Soil
p.1100

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 330Model Test on Disruptive Mode of Sandy Soil

Model Test on Disruptive Mode of Sandy Soil

Abstract:

Based on similarity theory, the paper has studied the strip foundation the disruptive mode and the load bearing mechanism. One model test has been designed to simulate the sandy soil foundation entire process begin to deform until to destruct. The diversity place earth pressure and the distribution rule have been analyzed, and shear belt formation and the developing process has been observed. The results show that the model test could reflect the ground deformation to destruction entire process, the subsidence distortion characteristic, the foundation stress distribution, the destruction shape and mechanism, which will be an effective way in studying the foundation disruptive mode and the load bearing mechanism.

You might also be interested in these eBooks

Materials Engineering and Automatic Control II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 330)

Pages:

1100-1103

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.330.1100

Citation:

Cite this paper

Online since:

June 2013

Authors:

Ting Yin He, Fu Rong Yan, Qing Bo Li

Keywords:

Model Test, Sandy Soil, Shear Belt, Similitude Theory, Strip Foundation

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Xu Yongbo, Bai Yilong. Shear localization microstructure evolution and fracture under high-strain rate [J]. Advances in Mechanics, 2007, 37(4):496–516.

Google Scholar

[2] Chen Zhengfa, Yu zhen. A review on development of geotechnical dynamic centrifugal model test [J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(2):4026–4033.

Google Scholar

[3] Ma Shaokun, Huang Maosong, Liu Yilin, et al. A study on bearing capacity of subsoil under strip foundation with centrifugal model test technology[J]. Highway, 2008, (3):27–31.

Google Scholar

[4] Li Zhongkui, Lu Darong, Zhong Shanyuan, et al. Development and application of new technology for 3d geomechanics model test of large underground house [J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(9):1430–1436.

Google Scholar

[5] Wang Yong. Study on the model test of shallow foundation. M.S. Thesis[D]. Shaanxi, Chang¢an University, 2006.

Google Scholar