Advanced soil mechanics / (Record no. 71747)

000 -LEADER
fixed length control field 05977cam a22005418i 4500
001 - CONTROL NUMBER
control field 9781351215183
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220711212626.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 181009s2019 flu ob 001 0 eng
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781351215169
-- (ePub)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1351215167
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781351215152
-- (Mobipocket)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1351215159
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781351215176
-- ( Adobe PDF)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1351215175
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781351215183
-- (electronic bk.)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1351215183
-- (electronic bk.)
082 00 - CLASSIFICATION NUMBER
Call Number 624.1/5136
100 1# - AUTHOR NAME
Author Das, Braja M.,
245 10 - TITLE STATEMENT
Title Advanced soil mechanics /
250 ## - EDITION STATEMENT
Edition statement 5th edition.
300 ## - PHYSICAL DESCRIPTION
Number of Pages 1 online resource
505 0# - FORMATTED CONTENTS NOTE
Remark 2 Cover; Half Title; Title Page; Copyright Page; Dedication; Contents; Preface; Acknowledgments; Author; 1. Soil aggregate, plasticity, and classification; 1.1 Introduction; 1.2 Soil: separate size limits; 1.3 Clay minerals; 1.4 Nature of water in clay; 1.5 Repulsive potential; 1.6 Repulsive pressure; 1.7 Flocculation and dispersion of clay particles; 1.7.1 Salt flocculation and nonsalt flocculation; 1.8 Consistency of cohesive soils; 1.8.1 Liquid limit; 1.8.2 Plastic limit; 1.9 Liquidity index; 1.10 Activity; 1.11 Grain-size distribution of soil; 1.12 Weight-volume relationships
505 8# - FORMATTED CONTENTS NOTE
Remark 2 1.13 Relative density and relative compaction1.13.1 Correlations for relative density of granular soil; 1.14 Relationship between emax AND emin; 1.14.1 Effect of nonplastic fines on emax and emin; 1.15 Soil classification systems; 1.15.1 Unified system; 1.15.2 AASHTO classification system; 1.16 Compaction; 1.16.1 Standard Proctor compaction test; 1.16.2 Modified Proctor compaction test; 1.17 Empirical relationships for proctor compaction tests; References; 2. Stresses and strains: Elastic equilibrium; 2.1 Introduction; 2.2 Basic definition and sign conventions for stresses
505 8# - FORMATTED CONTENTS NOTE
Remark 2 2.3 Equations of static equilibrium2.4 Concept of strain; 2.5 Hooke's law; 2.6 Plane strain problems; 2.6.1 Compatibility equation; 2.6.2 Stress function; 2.6.3 Compatibility equation in polar coordinates; 2.7 Equations of compatibility for three-dimensional problems; 2.8 Stresses on an inclined plane and principal stresses for plane strain problems; 2.8.1 Transformation of stress components from polar to Cartesian coordinate system; 2.8.2 Principal stress; 2.8.3 Mohr's circle for stresses; 2.8.4 Pole method for finding stresses on an inclined plane
505 8# - FORMATTED CONTENTS NOTE
Remark 2 2.9 Strains on an inclined plane and principal strain for plane strain problems2.10 Stress components on an inclined plane, principal stress, and octahedral stresses: Three-Dimensional Case; 2.10.1 Stress on an inclined plane; 2.10.2 Transformation of axes; 2.10.3 Principal stresses; 2.10.4 Octahedral stresses; 2.11 Strain components on an inclined plane, principal strain, and octahedral strain: three-dimensional case; 3. Stresses and displacements In a soil mass: Two-dimensional problems; 3.1 Introduction; 3.2 Vertical line load on the surface; 3.2.1 Displacement on the surface (z = 0)
505 8# - FORMATTED CONTENTS NOTE
Remark 2 3.3 Vertical line load at the apex of an infinite wedge3.4 Vertical line load on the surface of a finite layer; 3.5 Vertical line load inside a semi-infinite mass; 3.6 Horizontal line load on the surface; 3.7 Horizontal and inclined line load at the apex of an infinite wedge; 3.8 Horizontal line load inside a semi-infinite mass; 3.9 Uniform vertical loading on an infinite strip on the surface; 3.9.1 Vertical displacement at the surface (z = 0); 3.10 Uniform strip load inside a semi-infinite mass; 3.11 Uniform horizontal loading on an infinite strip on the surface
520 ## - SUMMARY, ETC.
Summary, etc Now in its fifth edition, this classic textbook continues to offer a well-tailored resource for beginning graduate students in geotechnical engineering. Further developing the basic concepts from undergraduate study, it provides a solid foundation for advanced study. This new edition addresses a variety of recent advances in the field and each section is updated. Braja Das particularly expands the content on consolidation, shear strength of soils, and both elastic and consolidation settlements of shallow foundations to accommodate modern developments. New material includes: Recently published correlations of maximum dry density and optimum moisture content of compaction Recent methods for determination of preconsolidation pressure A new correlation for recompression index Different approaches to estimating the degree of consolidation A discussion on the relevance of laboratory strength tests to field conditions Several new example problems This text can be followed by advanced courses dedicated to topics such as mechanical and chemical stabilization of soils, geo-environmental engineering, critical state soil mechanics, geosynthetics, rock mechanics, and earthquake engineering. It can also be used as a reference by practical consultants.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://www.taylorfrancis.com/books/9781351215183
856 42 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier http://www.oclc.org/content/dam/oclc/forms/terms/vbrl-201703.pdf
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type eBooks
264 #1 -
-- Boca Raton :
-- Taylor & Francis, a CRC title, part of the Taylor & Francis imprint, a member of the Taylor & Francis Group, the academic division of T&F Informa, plc,
-- [2019]
336 ## -
-- text
-- txt
-- rdacontent
337 ## -
-- computer
-- n
-- rdamedia
338 ## -
-- online resource
-- nc
-- rdacarrier
588 ## -
-- OCLC-licensed vendor bibliographic record.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Soil mechanics
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
-- TECHNOLOGY & ENGINEERING / Civil / General.

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