Analysis of Kinematic Behavior on Landslide Groundwater at K144 Section along Da-Yu Highway

Hao Wang; Quan Cai Wang; Xiao Ling Xu; Qing Wu

doi:10.4028/www.scientific.net/AMM.166-169.1353

Paper Titles

Experimental Study on the Bearing Capacity and Ductility of High Strength Concrete Columns Wrapped with CFRP Cloth
p.1333

Impact Evaluation of Mud Cake Thickness on Shearing Strength at Cement-Formation Interface
p.1337

Nonlinear Reduction Analysis of Defects on Reticulated Shell Structure Bearing Capacity
p.1341

Analysis of Principal Component - Application of SVM Model in Prediction of Ultimate Bearing Capacity of Static Pressure Pipe Pile
p.1345

Analysis of Kinematic Behavior on Landslide Groundwater at K144 Section along Da-Yu Highway
p.1353

Vibration Control Device and its Performance under Wind Load in High-Rise Buildings
p.1358

Dynamic Responses and Failure Modes of T-Shaped Concrete-Filled Steel Tube Core Columns under the Blast Loads
p.1362

Application of Support Vector Machine in Springback Forecasting for Steel Structure
p.1366

Finite Element Modeling for Health Monitoring and Condition Assessment of Large-Span Steel Roof Unloading Process
p.1370

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Analysis of Kinematic Behavior on Landslide...

Analysis of Kinematic Behavior on Landslide Groundwater at K144 Section along Da-Yu Highway

Abstract:

Most of landslides occurred because of the action of water. Dynamics of groundwater is directly related to the stability of landslide. Change of groundwater level is one of the most important factors of landslide prediction. In this paper, We used waterclocks to monitor groundwater level of K144 landslide for two years and found that different slope regions of the groundwater level showed different variation. Groundwater level of unstable region changes between 4m ~ 6m in the sandy mudstone area where average precipitations is about 1000 mm, which were the same trend with the monthly total rainfall changing; groundwater level of stable area changes around 1.5m, which was unobvious in response to the monthly accumulative rainfall; the rise of groundwater level is the important reasons for the K144 landslide sliding.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1353-1357

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1353

Citation:

Cite this paper

Online since:

May 2012

Authors:

Hao Wang, Quan Cai Wang, Xiao Ling Xu, Qing Wu

Keywords:

Ground Water, Kinematic Behavior, Potential Failure, Roadway Landslide

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Wang Gongxian XU Junlin. "Landslide Prevention Science and Technology". Beijing: China Railway Press, 2004. In Chinese.

Google Scholar

[2] Qancai Wang, Journal of Geological Hazard And Control, Vol. 1, issue 3, 32-38, 1990. In Chinese.

Google Scholar

[3] Jinguo Wang. ZHOU Yun,HUANG Yong. Chinese Journal of Rock Mechanics and Engineering. Vol.25. Supp.1.2757-2763.2006. In Chinese.

Google Scholar

[4] Hai Wang, Ren Jia , Shunbin Zhang. Chinese Journal of Underground Space and Engineering. Vol. 4, issue 6, 1152-1157, 2008. In Chinese.

Google Scholar

[5] Zhongze He. Changrun Ji .China Water Transport. Vol. 11, issue 9, 170-172, 2011. In Chinese.

Google Scholar

[6] Hao Wang, Quancai Wang, Baotong Zhang Remediation and analysis of kinematic behaviour on landslide of south Approach road in Erlang Mountain". ESIAT2010. 215-219. (2010)

DOI: 10.1109/esiat.2010.5568283

Google Scholar

[7] Gongxian Wang. Yingxian wang. "100 example of landslide prevention" china communications press.2008. In Chinese.

Google Scholar

[8] Hao Wang, Quancai Wang, Liqun Ma. Yellow river. Vol. 32, issue 12, 197-200, 2010 . In Chinese.

Google Scholar

[9] Xingzhi li. Keqiang He. Shanxi Archtecture. Vol. 34, issue 30, 155-158, 2008 . In Chinese.

Google Scholar

[10] F. Ronchetti, L. Borgatti, F. Nat. Hazards Earth Syst. Sci, 9, 895–904, (2009)

Google Scholar