Your single point of reference for all your Geotechnical Inquiries

Publications by [Wilson V. L.]

Total Items found:
The paper describes a slope failure involving an unreinforced geosynthetic clay liner (GCL) in a municipal solid waste (MSW) landfill liner system. The precise mechanism for the shear movement of the interim slope is not known. However, the significant damage ...
Reference: Geosynthetics International, Vol 5, No 5, pp 521- 544