Titlebook: Proceedings of 9IYGEC 2023, Volume 2; Neelima Satyam,A. P. Singh,Manish S. Dixit Conference proceedings 2025 The Editor(s) (if applicable)

Admire

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Rock Slope Stability Analysis Along NH 1 in Ladakhkm), site 27 (115.2 km), and site 29 (117.2 km) that fall under the “marginally good” category. This classification indicates that many sites are prone to slope failure and are in need of immediate measures against stability.

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A Thermal-Sensitive Elastoplastic Semi-Analytical Solution for Wellbore Stabilityld surface. Based on the formulated constitutive model, a semi-analytical solution is developed for the circular wellbore. The results show that the elastoplastic model is capable of predicting the deformation and stresses response of borehole for both elastic to elastoplastic regions. This study can be further used for wellbore stability analysis.

RUPT

2366-2557 gineering. This book is a valuable reference book for beginners, researchers, academician, and professionals interested in geotechnical engineering covering the design and execution of foundations and other structures for variety of infrastructural projects..978-981-97-6990-2978-981-97-6988-9Series ISSN 2366-2557 Series E-ISSN 2366-2565

AWRY

Sustainable Method for Liquefaction Mitigation Using Natural Coir Fibersontent by weight of sand. Test results show that coir fiber increases the liquefaction resistance of sand to a great extent. Further, shaking table tests were performed to validate and verify the proposed method for a large-scale application. Coir fiber is found to be a potential sustainable natural material for liquefaction mitigation in sands.

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Numerical Investigation on the Use of Scrap Tire Derivatives for Liquefaction Mitigationobserved that TDA addition to sand improves the damping and liquefaction resistance of the sand, whereas, stiffness of the matrix is reduced. Further it was concluded that the sand TDA mix should be provided in a single layer with a small thickness and at a depth below the liquefiable layer for maximum efficiency.

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Dynamic Behaviour Analysis of Barak River Sand Using Resonant Column Apparatusncrease in strain percentage, the shear modulus of the sand being tested decreased, but the damping ratio values increased. Shear modulus values obtained are found to be proportional to confining pressure and relative density, but the damping ratio decreased.

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AE Event Count-Based Damage Evolution and Its Application in Micromechanical Damage Plasticity Modelformance is verified by comparing the model result with the experimental stress–strain behavior. The coefficient of determination (R.) of 0.971 is achieved. The proposed AE-based micromechanical model provides a better description of the macroscopic responses by connecting it to physical mechanisms at the grain level.