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Tension crack development is one of the major causes of failure, especially for vertical cuts. The field of stability analysis is at its peak but still the effect of tension cracks are still needs to be explored and examined. To understand the behavior of earth in such cases, a set of analytical results for the stability of homogeneous vertical cuts has been presented. In this paper, Using limit equilibrium analysis of slices, it is tried to provide general solution for the true collapse values considering general shear stress parameter and drained condition of soil . For the purpose of this research Morgenstern-Price method of slip surface analysis based on SLOPE/W model simulation is used and comparison is made between the decreases in safe depth of vertical cuts with tension crack with respect to that of without them.
"Influence of Cohesive Soil on Stability of Vertical Cuts", International Journal of Science & Engineering Development Research (www.ijrti.org), ISSN:2455-2631, Vol.7, Issue 1, page no.60 - 69, January-2022, Available :http://www.ijrti.org/papers/IJRTI2201009.pdf
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2456-3315 | IMPACT FACTOR: 8.14 Calculated By Google Scholar| ESTD YEAR: 2016
An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 8.14 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator