Tests were performed on models of reinforced and unreinforced levees in order to compare levee stability during horizontal and vertical deformations of the soil base. It was shown that reinforcement of levees can greatly increase their stability.
Similar content being viewed by others
References
A. Zh. Zhusupbekov and B. A. Bazarov, Stands for Modeling Deformations of the Foundation Base of Undermined Buildings, Inventor's certificate 1250808; Byulleten' Izobret., No. 48 (1991).
A. Zh. Zhusupbekov, Construction Properties of the Foundation Base of Structures on Undermined Territories, Gylym, Alma-Ata (1994).
A. Zhussupbekov and A. Aldungarova, "The influence of the stress-strain state of soil on the stability of the dam model," Proc. 14th International Symposium on Soil Rheology, Kazan State University of Architecture and Engineering, Kazan (2014), pp. 91-101.
A. Zhussupbekov, A. Aldungarova, and Tanaka Tadatsugu, "Influence of reinforcement on the stability of an earthen dam model in radial strains," Inter. Symposium on Geohazards: Science, Engineering and Management, Kathmandu, Nepal, November (2014), pp. 572-580.
T. Tanaka, A. Zhussupbekov, and A. Aldungarova, "Model test on the stability of the dam model with horizontal and radial deformations of the subgrade," 6th Intern. Geotechnical Symposium on Disaster Mitigation in Special Geoenvironmental Conditions, January 2015, Indian Institute of Technology, Madras, Chennai, India, pp. 375-378.
Author information
Authors and Affiliations
Additional information
Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 3, pp. 8-10, May-June, 2015.
Rights and permissions
About this article
Cite this article
Zhussupbekov, A.Z., Tanaka, T. & Aldungarova, A.K. Model Tests of the Influence of Reinforcement on Levee Stability. Soil Mech Found Eng 52, 131–134 (2015). https://doi.org/10.1007/s11204-015-9318-8
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11204-015-9318-8