Risk and reliability in geotechnical engineering (Record no. 36061)

INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number 9781138892866
DEWEY DECIMAL CLASSIFICATION NUMBER
Call number 624.1​51 RI SK
TITLE STATEMENT
Title Risk and reliability in geotechnical engineering
Statement of responsibility, etc Edited by Kok-Kwang Phoon, Jianye Ching
PUBLICATION, DISTRIBUTION, ETC. (IMPRINT)
Place of publication Boca Raton, FL :
Publisher CRC Press,
Date 2017.
PHYSICAL DESCRIPTION
Extent xxx, 594 p. :
Other Details ill. ;
Size 27 cm.
GENERAL NOTE
General note Includes bibliographical references and index.
CONTENTS
Contents PART I: Properties
Constructing multivariate distributions for soil parameters
Modeling and simulation of the bivariate distribution of shear strength parameters using copulas
PART II: Methods
Evaluating reliability in geotechnical engineering
Maximum likelihood principle and its application in soil liquefaction assessment
Bayesian analysis for learning and updating geotechnical parameters and models with measurements
Polynomial chaos expansions and stochastic finite-element methods
Practical reliability analysis and design by Monte Carlo Simulation in a spreadsheet
PART III: Design
LRFD calibration of simple limit state functions in geotechnical soil-structure design
Reliability-based design: Practical procedures, geotechnical examples, and insights
Managing risk and achieving reliable geotechnical designs using Eurocode 7
PART IV: Risk and decision
Practical risk assessment for embankments, dams, and slopes
Evolution of geotechnical risk analysis in North American practice
Assessing the value of information to design site investigation and construction quality assurance programs
Verification of geotechnical reliability using load tests and integrity tests
PART V: Spatial variability
Application of the subset simulation approach to spatially varying soils.
SUMMARY
Summary Establishes Geotechnical Reliability as Fundamentally Distinct from Structural Reliability. Reliability-based design is relatively well established in structural design. Its use is less mature in geotechnical design, but there is a steady progression towards reliability-based design as seen in the inclusion of a new Annex Don "Reliability of Geotechnical Structures" in the third edition of ISO 2394. Reliability-based design can be viewed as a simplified form of risk-based design where different consequences of failure are implicitly covered by the adoption of different target reliability indices. Explicit risk management methodologies are required for large geotechnical systems where soil and loading conditions are too varied to be conveniently slotted into a few reliability classes (typically three) and an associated simple discrete tier of target reliability indices.
SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Heading Geotechnical engineering
SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Heading Reliability
SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Heading Rock mechanics
SUBJECT ADDED ENTRY--TOPICAL TERM
Topical Heading Soil mechanics
ADDED ENTRY
Name Phoon, Kok-Kwang,
Role Edited by
ADDED ENTRY
Name Ching, Jianye,
Role Edited by
ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier https://uowd.box.com/s/xfozezdqgwbjkhdf6losdhqdpv938rwk
Public note Location Map
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Holdings
Lost status Source of classification or shelving scheme Damaged status Not for loan Permanent location Current location Shelving location Date acquired Source of acquisition Full call number Barcode Date last seen Price effective from Koha item type Public note
        University of Wollongong in Dubai University of Wollongong in Dubai Main Collection 2019-05-28 AMAUK 624.1​51 RI SK T0062515 2019-05-21 2019-05-21 REGULAR June2019

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