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Geotechnical Engineering: Principles and Practices of Soil Mechanics and Foundation Engineering (Civil and Environmental Engineering)
 
 
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Geotechnical Engineering: Principles and Practices of Soil Mechanics and Foundation Engineering (Civil and Environmental Engineering) [Hardcover]

V.N.S. Murthy (Author)

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Geotechnical Engineering: Principles and Practices of Foundation Engineering, Second Edition (Civil and Environmental Engineering) Geotechnical Engineering: Principles and Practices of Foundation Engineering, Second Edition (Civil and Environmental Engineering)
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Book Description

0824708733 978-0824708733 October 25, 2002 1

A must have reference for any engineer involved with foundations, piers, and retaining walls, this remarkably comprehensive volume illustrates soil characteristic concepts with examples that detail a wealth of practical considerations, It covers the latest developments in the design of drilled pier foundations and mechanically stabilized earth retaining wall and explores a pioneering approach for predicting the nonlinear behavior of laterally loaded long vertical and batter piles.

As complete and authoritative as any volume on the subject, it discusses soil formation, index properties, and classification; soil permeability, seepage, and the effect of water on stress conditions; stresses due to surface loads; soil compressibility and consolidation; and shear strength characteristics of soils.

While this book is a valuable teaching text for advanced students, it is one that the practicing engineer will continually be taking off the shelf long after school lets out. Just the quick reference it affords to a huge range of tests and the appendices filled with essential data, makes it an essential addition to an civil engineering library.


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Inside This Book (learn more)
First Sentence:
Karl Terzaghi writing in 1951 (Bjerrum, et. al., 1960), on 'The Influence of Modern Soil Studies on the Design and Construction of Foundations' commented on foundations as follows: Foundations can appropriately be described as a necessary evil. Read the first page
Key Phrases - Statistically Improbable Phrases (SIPs): (learn more)
groundline deflection, net allowable bearing pressure, dredge line, ultimate lateral resistance, basic parabola, net ultimate bearing capacity, shear failure theory, time fitting method, electric penetrometer, friction jacket, poor drainage qualities, safe bearing pressure, static cone penetration test, effective unit weight, total swell, general shear failure, drilled pier foundations, net bearing capacity, critical depth concept, friction circle method, pile axis, saturated soil mass, ultimate load bearing capacity, effective vertical pressure, settlement coefficient
Key Phrases - Capitalized Phrases (CAPs): (learn more)
Figure Prob, United States, Solve Prob, Solve Example, Solution From Fig, Solution Refer, Use Terzaghi, Vander Veen, Bureau of Reclamation, Solution Given, Test Designation, After Osterberg, Building Code, Data Pile, Fig Prob, Layer No Depth, Per Section, The Menard, Use Fig
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