NDLI: Stability analysis of geocell-confined soil on rocky slope

Content Provider	IEEE Xplore Digital Library
Author	Yi Xianren
Copyright Year	2010
Description	Author affiliation: School of Science, Wuhan University of Technology, 430070 China (Yi Xianren)
Abstract	The geocell was used for erosion control of a cutting rocky slope by vegetation, and the stability analysis method of soil-geocell was proposed based on the theory of limit equilibrium and field experience. The factors effecting on the stability of geocell were analyzed. The results show that the failure modes of geocell are determined by the shear strength of geocell junction under the stress applied by fixing pins and the passive resistance provided by the toe block of slope. The factor of safety against slide of geocell decreases with the slope angle increases. Increasing the number of fixing pins or placing the additional geogrid may enhance the stability of geocell system. But the effect of geocell depth on the stability is negligible when it equal to the thickness of infill soil. The results obtained are important to guide design and construction of geocell used for slope protection on cutting rocky.
Starting Page	2928
Ending Page	2931
File Size	607497
Page Count	4
File Format	PDF
ISBN	9781424477371
e-ISBN	9781424477395
DOI	10.1109/MACE.2010.5535985
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2010-06-26
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	Infill soil-geocell system Stability Analysis Soil Stability analysis Geocell Rocky slope
Content Type	Text
Resource Type	Article

Sl.	Authority	Responsibilities	Communication Details
1	Ministry of Education (GoI), Department of Higher Education	Sanctioning Authority	https://www.education.gov.in/ict-initiatives
2	Indian Institute of Technology Kharagpur	Host Institute of the Project: The host institute of the project is responsible for providing infrastructure support and hosting the project	https://www.iitkgp.ac.in
3	National Digital Library of India Office, Indian Institute of Technology Kharagpur	The administrative and infrastructural headquarters of the project	Dr. B. Sutradhar bsutra@ndl.gov.in
4	Project PI / Joint PI	Principal Investigator and Joint Principal Investigators of the project	Dr. B. Sutradhar bsutra@ndl.gov.in Prof. Saswat Chakrabarti will be added soon
5	Website/Portal (Helpdesk)	Queries regarding NDLI and its services	support@ndl.gov.in
6	Contents and Copyright Issues	Queries related to content curation and copyright issues	content@ndl.gov.in
7	National Digital Library of India Club (NDLI Club)	Queries related to NDLI Club formation, support, user awareness program, seminar/symposium, collaboration, social media, promotion, and outreach	clubsupport@ndl.gov.in
8	Digital Preservation Centre (DPC)	Assistance with digitizing and archiving copyright-free printed books	dpc@ndl.gov.in
9	IDR Setup or Support	Queries related to establishment and support of Institutional Digital Repository (IDR) and IDR workshops	idr@ndl.gov.in

Research on the Effect of Geocell in Slope Reinforcement Using Anti-Slide Pile with Geocell

Numerical Analysis of Geocell Protective Slope Stability

Investigating the Effect of Geocell Changes on Slope Stability in Unsaturated Soil

Open access numerical analysis of geocell protective slope stability.

Research on the Stability of the Geocell Protected Bank Slope under Rainfall

Analysis of stability of unsaturated soil slope based on modified cam-clay model

Experimental study on water conduction of sliding surface in an expansive soil slope

Slope stability analysis of expansive soil considering the effect of rainfall

Stability of geocell-reinforced soil

Stability analysis of geocell-confined soil on rocky slope

Similar Documents

Research on the Effect of Geocell in Slope Reinforcement Using Anti-Slide Pile with Geocell

Numerical Analysis of Geocell Protective Slope Stability

Investigating the Effect of Geocell Changes on Slope Stability in Unsaturated Soil

Open access numerical analysis of geocell protective slope stability.

Research on the Stability of the Geocell Protected Bank Slope under Rainfall

Analysis of stability of unsaturated soil slope based on modified cam-clay model

Experimental study on water conduction of sliding surface in an expansive soil slope

Slope stability analysis of expansive soil considering the effect of rainfall

Stability of geocell-reinforced soil

Stability analysis of geocell-confined soil on rocky slope