Pullout behavior of polymeric strip in compacted dry granular soil under cyclic tensile load conditions

Assessment of the reinforcement behavior of soil under cyclic and monotonic loads is of great importance in the safe design of mechanically stabilized earth walls. In this article, the method of conducting a multistage pullout (MSP) test on the polymeric strip (PS) is presented. The post-cyclic beha...

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Bibliographic Details
Main Authors: Sajad Razzazan, Amin Keshavarz, Mansour Mosallanezhad
Format: Article
Language:English
Published: Elsevier 2018-10-01
Series:Journal of Rock Mechanics and Geotechnical Engineering
Online Access:http://www.sciencedirect.com/science/article/pii/S1674775517304705