Titlebook: Stability of Slopes and Underground Excavations; Proceedings of India C. N. V. Satyanarayana Reddy,K. Muthukkumaran,Ravi Conference proceed

NEG

Design of Core of Earthen Dam by Replacement with Geosynthetics,e embankment is studied with and without a Geosynthetic Clay Liner. Steady and sudden drawdown conditions are also considered in the study. It is observed that the usage of Geosynthetic Clay Liner results in the reduction of seepage flow through the embankment by 22%. Even the core material has been

套索

山崩

Stability Analysis of Tailings Dam Using Finite Element Approach and Conventional Limit Equilibriums utilizing both LEM and FEM are compared in terms of their global factor of safety (FOS) and strength reduction factor (SRF) respectively. Further, an attempt is made to explore the stability of different types of tailings dam, based on their method of construction (i.e., upstream (U/S) method and

客观

Numerical Analysis of Buried Pipelines Located in Slopes,sition going away from the stress bulb of footing in a downward direction. The safe vertical depth of buried pipe is taken as 3.5 times the width of footing and horizontal distance of buried pipe from the nearest edge of footing is taken as 2 times the width of footing, where the effect of buried pi

expository

Different Sets of Remediation for Mitigation of Landslides in Hilly Terrains of India,ges, and Vindhyas. The remedial measures for landslides may be divided into four subcategories; restraint, removal, drainage, and relocation. The retaining structures are designed to retain rock/soil slope that would not naturally be stable at its position. The reinforcement measures include soil na

Delude

Influence of Fines Content on Stability of Unsaturated Soil Slopes, soil mixture. The degree of hysteresis between desorption and sorption is presented. The results revealed that increasing the FC in the soil significantly affects the degree of hysteresis. Furthermore, the effect of percentage fines and hysteretic SWCC on the unsaturated infinite slopes has been ca

杀人

PLUMP

commonsense

Fester

Rock Mass Index (RMI) to Estimate the Shear Strength Parameters of the Rockmass: Case Study from Leting. The input data for the calculation of shear strength parameters as well as ‘m’ and ‘s’ constants of the H-B failure criterion were obtained from the characterisation of the joints, which were then processed. The results were very much comparable with the data obtained by in situ shear tests pe