GATE CIVIL 2023 SET 2 || GEOTECHNICAL ENGINEERING || Stress Path || Seepage || Soil Exploration

Stress Path || Seepage through Anisotropic Soil || Soil Exploration

Soil Mechanics

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Soil Mechanics Previous Year Question | Marathon Class | Civil Engineering(CE)

Last Month Question Solving Strategy for the Chapter “Slope Stability”

Explained with Method to Derive the Equation of Factor of Safety for Infinite Slope

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Origin of soils; soil classification; Three phase system:
Physical Properties and their interrelationships,
mechanical sieve analysis, consistency of fine grained
soils, Atterberg‘s limits, relative density, Unified soil
classification system, Indian system of classification;
Compaction: factors affecting compaction, field compaction, compaction techniques;
Capillarity and Permeability: Principles of total, effective
and neutral stresses, field methods of permeability
determination, equivalent permeability in stratified soils;
Seepage Analysis: Darcy‘s law, 1-D flow, Laplace‘s
equation, flow nets, seepage, uplift pressure, confined
and unconfined flows, piping, filter criteria;
Compressibility and Consolidation : Fundamentals, 1-D
consolidation, normally and over consolidated clays,
pressure-void ratio relationships, compressibility
characteristics, time rate of consolidation, coefficient of
consolidation, curve fitting techniques, settlement,
secondary consolidation; Shear Strength of Soil :Mohr
stress circle representation, Mohr-Coulomb failure
criterion, direct shear test, unconfined compression test,
Triaxial compression test: consolidated drained,
consolidated undrained, unconsolidated undrained tests,
vane shear test, shear strength of clays and sands,
critical void ratio, pore-pressure coefficients, sand drains; Sub-surface investigations: scope, soil boring techniques, sampling, penetration tests, plate load test.

Stress distribution in soils: Boussinesq‘s theory;
Pressure bulbs, Foundation types: Foundation
selection and design requirements; Shallow
Foundations: bearing capacity, effect of shape, size,
water table and other factors, contact pressure,
settlement analysis in sands and clays, plate load test;
Deep foundations: pile types, dynamic and static
formulae, load capacity of piles in sands and clays,
negative skin friction, pile group capacity, Methods of
Stability of slopes: infinite slopes, finite slopes, method
of slices, Swedish circle method, Friction circle method,
Bishop‘s method; Earth pressure theories, effect of
water table, layered soils; Pseudo-static analyses;
Introduction to retaining walls.

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