Analysis and Assessment of Lishan Potential Landslide of China

Yong Hong

doi:10.4028/www.scientific.net/AMR.368-373.1284

Paper Titles

Bonding Mechanism of Horizontal Construction Joints
p.1264

Research Review of Dynamic Characteristics of Saturated Sand Pebble Soil
p.1268

Construction Safety Evaluation Based on Extension Theory
p.1273

Research on Organization Structure Adaptability of Real Estate Enterprise Based on Analytical Hierarchy Process and Grey System Theory
p.1278

Analysis and Assessment of Lishan Potential Landslide of China
p.1284

Performances Analysis of Tall Concrete Frames on the Ground Fissure Field
p.1288

Strategy Research of Landscape Construction of Green Village Settlement — Take Ansai as an Example
p.1296

Research on Controlling Mechanism of Temperature Crack of High Performance Concrete on Freezing Shaft Lining in Special Thick Alluvium
p.1300

Research on Sustainable Development of Sports Builings
p.1309

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Analysis and Assessment of Lishan Potential...

Analysis and Assessment of Lishan Potential Landslide of China

Abstract:

This paper presents the monitoring records of the deformation on the North Slope of Lishan Mountain in Lintong County, Shanxi, China. On the basis of the monitoring results on the site and the creep tests on the soil samples, the mechanism of the potential dangerous landslide was analyzed. The existence of lock segment in the slope and its time effect are regarded as the important controlling factors in the development process of Lishan potential landslide which has the possibility of becoming a rapid disastrous landslide.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture Innovation

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

1284-1287

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.1284

Citation:

Cite this paper

Online since:

October 2011

Authors:

Yong Hong

Keywords:

Creep Test, Lock Segment, Long Term Strength, Time-Effect

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Junling Xu. The Chinese Journal of Geological Hazard and Control, Vol.8 (4) (1997), pp.23-27 (in Chinese)

Google Scholar

[2] Shejiao Ning, Jinshuan Kang, Hong Tao. Hydrology and Engineering Geology, Vol.6 (2006), pp.110-112

Google Scholar

[3] Jiading Wang. Geologic Review, Vol.38 (6) (1992), pp.532-539

Google Scholar

[4] Chengyu Liu, Xinming Wu. Analysis of Saleshan Landslides deformation mechanism. In: Lanzhou landslide conference. Beijing: China Railway Press (1988), pp.213-223

Google Scholar