RESEARCH ARTICLE


Numerical Analysis of Geocell Protective Slope Stability



Guangyue Wang*, Jianpeng Zhang, Tianyu Xu
School of Civil Engineering, Shandong University, Jinan, Shandong, 250061, China.


Article Metrics

CrossRef Citations:
0
Total Statistics:

Full-Text HTML Views: 330
Abstract HTML Views: 924
PDF Downloads: 369
Total Views/Downloads: 1623
Unique Statistics:

Full-Text HTML Views: 222
Abstract HTML Views: 606
PDF Downloads: 275
Total Views/Downloads: 1103



Creative Commons License
© 2013 Wang et al;

open-access license: This is an open access article distributed under the terms of the Creative Commons Attribution 4.0 International Public License (CC-BY 4.0), a copy of which is available at: https://creativecommons.org/licenses/by/4.0/legalcode. This license permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are credited.

* Address correspondence to this author at the School of Civil Engineering, Shandong University, Jinan, Shandong, 250061, China; Tel: (+86)0531-88392843; Fax:(+86)0531-88392843; E-mail: wgyue@sdu.edu.cn


Abstract

Geocell protective slope is a kind of important ecological protection form, which is widely used in the geotechnical engineering field. Based on the finite element software ABAQUS, and combining with protective slope body’s mechanics performance in shallow soil, the finite element model of geocell slope protection is established under the conditions of rainfall seepage, and then we simulate the shallow and the overall stability of slope in rainfall seepage cases. The results show that the safety factor of slope body increased by about 14% when using geocell slope protection and it reduces the displacement of slope surface effectively, it prolongs the destruction time of the slope under the condition of continuous reduction of soil shear strength, and it further helps reducing the collapse or part of slope sliding of slope disasters.

Keywords: Geocell, side slope, stability, safety factor.