Name: Note EARTH AND ROCKFILL DAMS AND SLOPE STABILITY ERDSS
Rating: 3.9 (4 reviews)
Author: NAVEEN NAYAK

Selection of Site, Topographic Requirement, Submergence Possibilities, Geotechnical Suitability, Hydrologic Adequacy, Sedimentation Possibilities, Merits and Demerits of the Earth and Rock Fills Dam, Classification of Earth Dam, Failure of Earth Dam, Seepage Failures, Structural Failure, Instruction in Earth Dams

Earth And Rockfill Dams

Piping Through Embankment and Foundation, Seepage Calculations in Embankment Dams, Homogeneous Dam with Rock Toe, Design Criteria for Filters, Procedure To Determine Thickness of Inclined, Design Conditions of  Analysis and Allowance for  Pore Pressure, Selection of the Types of Dam

Failures Damage And Protection Of Earth Dams

Types of Slope Failure, Factors Contributing to Instability of Soil Slopes, Slope Stability Analysis, Analysis of Finite Slope, Effective or Total Stress Parameters

Slope Stability Analysis

Un-Drained Analysis Stability Charts- Taylor's Method, The Fellenius Method, Bishop Simplified Method, Seismic Slope Stability, Stabilization of Slope

Methods Of Slope Stability

Rockfills Dam with Upstream Membrane, Rubble Cushion, Cut-Off Wall, Earth Core Type Rockfill Dam, Junction with Foundation

Rockfill Dams

Civil Engineering at abhinav hitech college of engineering

NAVEEN NAYAK

Notes for EARTH AND ROCKFILL DAMS AND SLOPE STABILITY - ERDSS 10

Note for EARTH AND ROCKFILL DAMS AND SLOPE STABILITY - ERDSS By Naveen Nayak

of JNTUH. Civil Engineering