In Situ Shear Experimental Study on Loess Landslide

Xin Jian Chen; Jing Zhang; Fa Suo Zhao

doi:10.4028/www.scientific.net/AMM.94-96.63

Paper Titles

Load-Carrying Behaviour of Dowel-Type Timber Connections with Multiple Slotted-in Steel Plates
p.43

Computer Simulation Research on Dislocation Steel Joints Used in Rebuilding Ancient Tower
p.48

Dynamic Stability Analysis of K8 Single-Layer Latticed Shell Structures Suffered from Earthquakes
p.52

Numerical Analysis of Steel Fiber Reinforced High Strength Concrete Walls Subjected to Blasting Load
p.57

In Situ Shear Experimental Study on Loess Landslide
p.63

Internal Force and Deflection Calculation of a Kind of Cellular Hollow Flat Slab Floor
p.67

Finite Element Model for Cracked Beams with Bonded Piezoelectric Transducers
p.73

An Overview on the Blast Loading and Blast Effects on the RC Structures
p.77

Dynamic Response and Failure Modes of Concrete Slab under Blast Load
p.81

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 94-96In Situ Shear Experimental Study on Loess...

In Situ Shear Experimental Study on Loess Landslide

Abstract:

On the basis of analysis on the geological environment of highway loess landslide, three in-situ loess samples,500mm×600mm×600mm, were cut on the shear crack of landslide. The residual shear experiment of soil samples were accomplished in native state and saturated case. Compared with the residual cohesive force and residual internal friction angle of slide face soil in native state by indoor shear experiment, that of landslide shear crack soil in saturated state by in situ shear experiment is grater with the degree of 12.25% and 29.38%.The reason of difference between two experimental methods is proposed. It shows that in situ shear experiment is very important to the landslide stability analysis and the optimization of landslide engineering treating, specially to the creep landslide.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 94-96)

Pages:

63-66

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.94-96.63

Citation:

Cite this paper

Online since:

September 2011

Authors:

Xin Jian Chen, Jing Zhang, Fa Suo Zhao

Keywords:

In Situ Shear Experiment, Loess Landslide, Shear Strength Parameters

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Chuanzheng Liu. in:Theory and its application on mega-geo-hazards mitigation, edtied by Science Press, Beijing(2009) (in chinese).

Google Scholar

[2] Z.R. Wang, N.Q. Wang: submitted to Journal of Soil and Water Conservation In China (2004).

Google Scholar

[3] Weijiang Wu, Nian-qin Wang: submitted to Journal of The Chinese Journal of Geological Hazard and Control(2002) (in chinese).

Google Scholar

[4] Ling Xu , Fuchu Dai, Hong Min: submitted to Journal of Advances in Earth Science(2008).

Google Scholar

[5] Zhangjian Xu, Zaiguan Lin, Maosheng Zhang: submitted to Journal of Chinese Journal of Rock Mechanics and Engineering(2007) (in chinese).

Google Scholar

[6] Songhe Wang,Yasheng Luo,Xiaohong Dong: submitted to Journal of Chinese Journal of Rock Mechanics and Engineering(2010) (in chinese).

Google Scholar

[7] Yahia E.-A. Mohamedzein,Mohammed H. Aboud: submitted to Journal of Geotechnical and Geological Engineering(2006) .

Google Scholar

[8] Huajiang Huang, Jiankang Chen, Dong Wang: submitted to Journal of Journal of Yangtze River Scientific Research Institute(2009) (in chinese).

Google Scholar

[9] Lusheng Lin, Gang Jiang, Shiwei Bei: submitted to Journal of Rock and Soil Mechanics(2003).

Google Scholar