Abstract
This study discusses the importance of phreatic surface in the stability of slopes. It describes the development of phreatic layer based on Dupuit and Forcheimmer assumptions in the slope. To understand the water flow behavior through slopes, design of prototype was prepared and later the set-up was fabricated in the laboratory. The set-up includes simulated conventional dump made up of soil type material. The design of experimental set-up resembles the actual scenarios of overburden dumps constructed over the bases having inclination varying from 0 to 5°. The phreatic surfaces obtained in physical models are further compared with numerical models prepared using SEEP/W software.
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Acknowledgments
The authors are thankful to the Department of Mining Engineering for providing fund for fabrication of the experimental setup. Logistic supports and necessary help provided by the staff of the Rock Mechanics Laboratory is acknowledged. The authors are also thankful to the M. Tech student, Mr. Babulal Rohidas for the assistance provided by him in computer aided design of the experimental setup and also for the assistance during experimental investigations. This study forms a part of the ongoing doctoral research of the first author. Assistance provided by the concerned personnel of various laboratories in IIT (ISM) Dhanbad is highly acknowledged. The views expressed in this paper are those of the authors and not necessarily of the organization to which they belong.
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Published in Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, 2020, No. 3, pp. 184–194.
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Jaswal, M., Sinha, R.K. & Sen, P. Delineation of Phreatic Surface in Soil Type Slope—A Comparative Study Using Physical and Numerical Modeling. J Min Sci 56, 494–504 (2020). https://doi.org/10.1134/S1062739120036787
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DOI: https://doi.org/10.1134/S1062739120036787