Geotechnical Engg (GE)
CE-701-
Unit 1INTRODUCTION, INDEX PROPERTIES AND CLASSIFICATION OF SOILS
Definition and scope of soil mechanics · Origin of soil · Formation of soil · Clay minerals · Soil structure · Three‑phase soil system · Basic terminology and their relations · Water content (index property) · Field density (index property) · Specific gravity (index property) · Grain size distribution by sieve analysis · Grain size distribution by hydrometer analysis · Relative density · Atterberg limits and their determination · Flow Index (index property) · Plasticity Index (index property) · Toughness Index (index property) · Liquidity Index (index property) · Activity Ratio (index property) · Particle‑size based soil classification systems · Textural classification systems · Unified Soil Classification System (USCS) · HRB classification system · IS classification system · Field identification of soils
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Unit 2PERMEABILITY, EFFECTIVE STRESS AND SEEPAGE THROUGH SOILS
Types of soil water · Capillarity in soils · Flow of water through soils · Darcy’s law · Permeability of soils · Factors affecting permeability · Laboratory tests for coefficient of permeability · Field tests for coefficient of permeability · Permeability of layered soils · Seepage pressure · Total stress · Neutral stress · Effective stress · Upward seepage through soils · Downward seepage through soils · Characteristics of flow nets · Construction methods for flow nets · Application of flow nets · Quick condition in seepage · Laplace equation for two‑dimensional flow · Seepage through anisotropic soils · Seepage through non‑homogeneous soils · Seepage through earth dams
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Unit 3STRESS DISTRIBUTION IN SOILS AND COMPACTION
Boussinesq’s theory for point load · Westergaard’s theory for point load · Uniformly loaded circular areas · Uniformly loaded rectangular areas · Pressure bulb concept · Variation of vertical stress under point load (vertical plane) · Variation of vertical stress under point load (horizontal plane) · Newmark’s influence chart for irregular areas · Contact pressure distribution in sands · Contact pressure distribution in clays · Importance of compaction mechanisms · Standard Proctor compaction test · Modified compaction test · Factors affecting compaction · Effects of compaction on soil properties · Field compaction equipment · Compaction quality control
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Unit 4CONSOLIDATION
Types of compressibility · Spring analogy for consolidation · Immediate settlement · Primary consolidation · Secondary consolidation · Stress history of clays · e‑p curves · e‑log p curves · Normally consolidated soils · Over‑consolidated soils · Under‑consolidated soils · Pre‑consolidation pressure and its determination · Consolidation test procedures · Terzaghi’s one‑dimensional consolidation theory · Coefficient of consolidation · Square‑root of time method for settlement analysis · Logarithm of time method for settlement analysis · Computation of total settlement
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Unit 5SHEAR STRENGTH & STABILIZATION OF SOILS
Definition and importance of shear strength · Mohr’s failure theory · Coulomb’s failure theory · Mohr’s stress circles · Direct shear test · Unconfined compression test · Triaxial compression test · Vane shear test · Shear tests under drained conditions · Shear tests under undrained conditions · Measurement of pore water pressure · Pore pressure parameters · Strength envelopes for soils · Shear strength of sands · Critical void ratio · Liquefaction potential · Shear strength of clays · Factors affecting shear strength of granular soils · Factors affecting shear strength of cohesive soils · Mechanical stabilization of soils · Cement stabilization · Lime stabilization · Bituminous stabilization · Chemical stabilization · Thermal stabilization · Electrical stabilization · Stabilization by grouting · Use of geo‑synthetic materials · Types, functions and applications of geo‑synthetics · Reinforced earth structures – components and construction