Civil Engineering - Shridhar University

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CE606 StructuralDesignLab 2 2 BTCE 607 SOIL MECHANICS LAB 0 0 2 2 PURPOSE To provide the hands on training in determination of Engineering and index properties of soils, applied in field problems. INSTRUCTIONAL OBJECTIVES • Familiarize the students to do the experiments as per the guidelines of BIS • To provide the knowledge on the use of experimental results pertaining to foundation problems LIST OF EXPERIMENTS • Water content determination ( Oven drying method ) • Grain size distribution Sieve analysis • Determination of Specific gravity by Pycnometer and density bottle method • Determination of Liquid and Plastic limit (Casagrande method) • Determination of Shrinkage limit of soil • Determination of moisturedensity relationship (Standard Proctor's) • Determination of Permeability by Constant and Variable head method • Determination of insitu density by sand replacement and core cutter method • Determination of Relative density Sand • Unconfined compression test for fine grained soils • California Bearing Ratio (CBR) Test • Triaxial Compression Test • Direct shear test REFERENCE Laboratory Manual BTCE 701 FOUNDATION ENGG 3 1 0 3 PURPOSE To develop an understanding of the behavior of foundations for engineering structures and to gain knowledge of the design methods that can be applied to practical problems. INSTRUCTIONAL OBJECTIVES
• Provide the students with a basic understanding of the essential steps involved in a geotechnical site investigation • Introduce to the students, the principal types of foundations and the factors governing the choice of the most suitable type of foundation for a given solution • Familiarize the student with the procedures used for : a) bearing capacity estimation, b) end bearing capacity, c) skin friction SITE INVESTIGATION AND SELECTION OF FOUNDATIONS Introduction Objectives of soil exploration Methods of exploration Geophysical methods Borings Penetration tests (SPT & SCPT) depth of exploration Number and disposition of bore holes sampling and sample disturbance Selection of foundation based on soil condition. BEARING CAPACITY Bearing Capacity Types of failure Terzaghi's formula Skempton's formula BIS formula Effect of water table Allowable bearing pressure bearing pressure based on SPT value Plate load test Methods of improving bearing capacity. FOOTINGS AND RAFTS Types of foundation Assumptions in conventional design Method of proportioning Design of combined and raft foundation Codal provisions components of settlement immediate and time dependent settlement causes of settlement method of minimizing settlement codal provisions. PILE FOUNDATION Function of Piles Classification of pile Load carrying capacity Static and Dynamic formulae Pile load test Pile group Spacing Pile cap Negative skin friction. Introduction to well foundationsdiaphragm wallsanchors EARTH PRESSURE Lateral earth pressure Rankine's theory soil stratification Coulomb's theory Graphical method (Culmann's method alone) Stability of slopes Infinite and finite slopes Types of failure Causes of failure Slip circle methods Friction circle method. TEXT BOOKS • Punmia,B.C., Soil Mechanics and Foundations, Laxmi Publications Pvt Ltd., 2000 • Venkatramaiah.C., Geotechnical Engineering, New Age International Publishers, 1995 REFERENCE BOOKS • Joseph E.Bowles, Foundation Analysis and Design, McGrawHill Publishing Co., 1986 • Peck,R.B., Hanson and Thornburn, Foundation Engineerng, Wiley Eastern Ltd., 1974 • Tomlinson,M.J., Foundation Engineering, Wiley Eastern Ltd., 1980 BTCE 702 STRUCTURAL ENGG DESIGNII 3 1 0 3 PURPOSE To impart comprehensive knowledge on the design of masonry and reinforced concrete structures.
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Civil Engineering - Shridhar University

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