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Geo - Technical Engineering

Masters in Civil Engineering

Geotechnical Engineering

Overview

This program aims to produce knowledgeable professionals, having a sound foundation of Geotechnical Engineering, including Geotechnical Site Investigation, Selection of suitable type of materials for various projects, Soil Properties Modification, Transportation Geotechnics, Geo environmental Engineering, Soil-Foundation Interaction under Static and Dynamic loading conditions, Groundwater Extraction and Recharge, and Pre-and-Post Construction Forensic Investigations related to geotechnical Challenges. The program covers all aspects of Civil Engineering including, buildings, Roads, Dams, River training, environmental impact assessment etc

Objectives

i. Develop graduates with solid Geotechnical knowledge and skills who are composed to address the local and global challenges.

ii. Capability to work in a challenging environment

iii. Ability to predict, propose and address various Geotechnical challenges for various Civil Engineering Projects

iv. Respond to Geotechnical Challenges of various natures.

 

 

COURSES

Compulsory Courses

Physical characteristic of soils and their identification, clay mineralogy, clay‑water relations. Numerical, mathematical and sketching solutions for simple steady‑state flow problems. Stress in soil mass under applied stresses for two and three dimensional problems, equilibrium equations, stress invariants and octahedral stresses. One dimensional consolidation equation and its mathematical analysis, immediate and consolidation settlement analysis for thin and thick soil layers, plasticity or creep effetcs (Deconday consolidation).

 Shearing strength of cohesionless and cohesive soils using Mohr‑columb failure criteria. Critical state theory; representation of stress path on the Rendulic Plot, critical state live and equation, Roscor and Hvorseleve surfaces and their equations.

Properties of sub‑surface materials for classification, Bore logs information for foundation selection. Selection criteria of foundation resting on various types of soils, foundation on non‑ uniform soils and rocks. Case studies of actual foundation problems. Development of theoretical bearing capacity equations for shallow and deep foundations under drained and undrained conditions. Design procedures and behaviour of different types of foundation. Introduction to seismic behaviour of subsoil and building foundations. Foundation problems solution by Finite Difference method, Reinforced earth, Beam on elastic foundation and Lateral thrust due to compaction of soil by rollers.

(Prerequisite: CE 532 Foundation Engineering)

 

            Vibration of elementary systems, foundation vibratory theory, foundation design for vibratory loads, foundation isolation, wave propagation theory, response of soils to dynamic loading, dynamic soil properties, field and laboratory methods for evaluation of dynamic soil properties, liquefaction of sands, vibratory compaction of granular materials.

Purpose, planning of Subsurface exploration, Sub‑soil investigation by conventional and geophysical methods. Sampling techniques: Standard static and dynamic laboratory tests for measurement of Soil Properties, In‑situ groundwater conditions. Lab work related to the tests covered, report preparation.

Failure Mechanisms in Natural and Artificial Slopes. Stability Analysis for slopes in Cohesive, Non‑Cohesive and C‑phi soils. Use of stability charts. Steady state seepage problems in Earth Structures. Influence of surcharge, submergence and tension crack on Stability. Numerical Integration  Analysis by Fellenius Method and Bishop's Simplified Method. Principles of Design and Stability Analysis of Earth and Rock Fill Dams under Drained and Un‑drained conditions: stress Distribution and Deformation within the Dam and Foundation Strata. Effect of earthquakes on slope stability.

Elective Courses