Titlebook: Earth Retaining Structures and Stability Analysis; Proceedings of the I Kasinathan Muthukkumaran,Balunaini Umashankar,N. K Conference proce

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Crack Growth in Rocks with Pre-existing Flaws Subjected to Uniaxial and Biaxial Compression, mostly governs the material failure and its pattern. The flaws present in rock mass generally exhibit both open and narrow flaw configurations in the field. In the present paper, the crack growth behavior of narrow flaws subjected to uniaxial and biaxial compression is investigated with laboratory

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Parametric Study on the Performance of Temporary Secant Pile Wall, secant pile wall due to various parameters like diameter of secant pile, overlapping distance of primary and secondary piles, material of pile, drained and undrained conditions of the soil, and struts and anchor configuration using finite element analysis. The entire finite element analysis is carr

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,Stability Analysis of Overburden Dump Slope—A Case Study of Marki Mangli-I Coal Mine, 450 m of existing and extended dump slope is found out to be 1.77 and 1.37, respectively. Factor of safety of critical section at chainage 550 m of existing and extended dump slope is found out to be 1.60 and 1.45, respectively. Probability of factor of safety less than 1.01, 1.50, and 2.0 is 0.2%,

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Effect of Hysteretic SWCC on Marappalam Rainfall-Triggered Slope Failure,his slope. It is followed by performing the probabilistic analysis to compute the failure probability using Monte Carlo Simulations for the Marappalam slope under hysteretic cycles. The findings revealed that the factor of safety of this slope changes significantly under rainfall conditions and hyst

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Response of Isolated Shallow Footing on Sloping Ground with Dynamic Loading,s 3 m, 6 m, and 9 m, each associated with different slope-angles such as 26.56° (2H:1V), 33.7° (1.5H:1V), 45° (1H:1V), and 63.4° (0.5H:1V), are taken into account. This numerical study is performed on Palxis.. In the analysis, the earthquake force is applied in terms of pseudo-static acceleration, r

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Detection, Monitoring, and Early Warning of Landslides Using In-Situ Ground-Based Monitoring Technieless sensor network (WSN) system is employed. The algorithm used by the WSN for early warning of landslides uses predefined thresholds for the monitored triggering parameters. Though the rainfall-based threshold model is mostly used for early warning systems, its effect on landslides is difficult t

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