Syllabus for B.Tech(Civil Engineering) Up to Third YearRevised Syllabus of B.Tech CE (for the students who were admitted in Academic Session 2010-2011)

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642Influence line diagrams: Statically determinate beams and trusses under series of concentrated and

uniformly distributed rolling loads, criteria for maximum and absolute maximum moments andshears.

6

Analysis of statically Indeterminate structures:

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Moment distribution method - solution of continuous beam, effect of settlement and rotation of!/V 0 s~pport, frames with or w' . swa. It:::

. v-P'\ 'Slope Deflection Method - Method and a lication in continuous beams and Frames. A~IILu..~ Approximate met 0 of analysis of structures: Portal & anti ever • _.'"", (~ev'')~\ References ~~~-p ~I~ Name Author Publishers 0-1:~1

Auf/' I Engineering Mechanics of Solids By E. P. Popov Pearson Education

C ~ ; Basic","0,",,1 A.,I"" c.s. Reddy TMH

Analysis of statically Indeterminate beams: Theorem ofJRfee moments, Energy m.J:lllods, Forcemethod (method of consistent deformations) [for ana'lYsis of propped cantilever, 'fiX'"ed beams andcontinuous beams (maximum two degree of indeterminacy) for simple loading cases], Analysis oftwo-hinged arch.

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Statically indeterminate structuresElastic analysis of structures

C. K. WangKennedy and Madugula

McGraw-HillHarper and Row

567

Structural Analysis (Vol I & Vol II)Structural AnalysisStructures Pearson Education

S S BhavikattiRamammurthamSchodek & M. Bechhold

Vikas Publishing House Pvt. Ltd

SOIL MECHANICSCode:CE403

CONTACT-3L+1T

CREDITS-4

SI. Details of Course Content Hours TotalNoI Introduction: Origin & formation of Soil: Types, Typical Indian Soil, Fundamental of Soil Structure,

Clay Mineralogy 2

2 Physical & Index properties of soil: Weight- Volume Relationships, Insitu Density, Moisture 6Content, Specific Gravity, Relative Density, Atterberg's Limits, Soil Indices, consistency of soil,Particle Size Distribution of soil: Sieving, Sedimentation AnalysisIdentification & Classification of soil: Field identification of soil, Soil Classification: as per Unified

3 Classification System, IS Code Recommendation, AASHTO Classification 4Flow through soil: Darcy's Law, Coefficient of permeability, laboratory and field determination of

4 coefficient of permeability, Permeability for Stratified Deposits, Laplace's Equations, Flow nets, Flow 6Through Earthen Dam, Estimation of Seepage, Uplift due to seepageEffective Stress Principles: Effective Stress, Effective pressure due to different conditions, Seepage

5 force, Critical hydraulic gradient, Ouick sand condition, Design of filters, Capillarity in soil 4Stress Distribution In Soil: Normal and shear stresses, Stress due to point loads, Stress beneath Line,

6 strip & uniformly loaded circular area & rectangular area, pressure bulbs, Newmark's charts- Use for 4determination of stress due to arbitrarily loaded areas b 42Compaction of soil: Principles of Compaction, IS Light & Heavy Compaction Test, Field Compaction, 4

7 Various methods of field compaction and controlCompressibility & Consolidation of Soil: Terzaghi's theory of one dimensional consolidation,Compressibility characteristics of soils: Compression index, Coefficient of compressibility & volume 6

8 change, Coefficient of consolidation, Degree & rate of consolidation, Laboratory method of onedimensional consolidation test, Determination of consolidation parameters, Secondary consolidation

Shear Strength of Soil: Basic concepts, Mohr- Columb's Theory, Laboratory Determination of soil 69 shear parameter- Direct Shear, Tri-axial Test, Unconfined Compression, Vane Shear Test, Sensitivity

& thixotronv of clay.ReferencesSI. Name Author Publishers

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