Soil settlement and the concept of effective stress and shear strength interaction / (Record no. 71354)

000 -LEADER
fixed length control field 03252cam a2200517 i 4500
001 - CONTROL NUMBER
control field 9781003121503
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20220711212454.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 200630t20212021flua ob 001 0 eng
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781003121503
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1003121500
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781000262131
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1000262138
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781000262070
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1000262073
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 9781000262100
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
ISBN 1000262103
-- (electronic book)
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
-- (hardcover)
082 00 - CLASSIFICATION NUMBER
Call Number 624.1/51362
100 1# - AUTHOR NAME
Author Noor, Mohd. Jamaludin Md,
245 10 - TITLE STATEMENT
Title Soil settlement and the concept of effective stress and shear strength interaction /
250 ## - EDITION STATEMENT
Edition statement First edition.
300 ## - PHYSICAL DESCRIPTION
Number of Pages 1 online resource (xii, 238 pages) :
520 ## - SUMMARY, ETC.
Summary, etc "This book is about the principal concept of soil mechanics that become the basis in explaining the soil mechanical behaviours. It is the extended concept of effective stress of Terzaghi and it is known as "the concept of effective stress and shear strength interaction." This new concept incorporates the role of mobilised shear strength developed within the soil body in resisting the compressive effect. Based on this new concept a comprehensive soil volume change framework has been developed known as Rotational Multiple Yield Surface Framework (RMYSF). This RMYSF is able to explain and quantify the puzzled and complex soil volume change behaviours. The main advantage of this RMYSF is that it is able to make a good prediction of soil and rock stress-strain responses at any effective stress. This will lead to accurate prediction of soil and rock settlements. Due to its simplicity and the comprehensive nature of this new fundamental concept in soil and rock mechanics, it will eventually be included in soil and rock mechanics syllabus for undergraduate and postgraduate courses. This book would be very useful for geotechnical engineers dealing with soil settlement, underground excavation, computer modelling, rock mechanics, road engineering, earth and rock dam engineering and tunnel engineering"--
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://www.taylorfrancis.com/books/9781003121503
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 :
-- CRC Press,
-- 2021.
264 #4 -
-- ©2021
336 ## -
-- text
-- txt
-- rdacontent
337 ## -
-- computer
-- n
-- rdamedia
338 ## -
-- online resource
-- nc
-- rdacarrier
520 ## - SUMMARY, ETC.
-- Provided by publisher
588 ## -
-- OCLC-licensed vendor bibliographic record.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Soil consolidation.
650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1
-- Shear strength of soils.
650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1
-- SCIENCE / Earth Sciences / Geology

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