000			03007 a2200241 4500
999			_c36061 _d36061
001			nam a22 7a 4500
020			_a9781138892866
082			_a624.1​51 RI SK
245			_aRisk and reliability in geotechnical engineering _cEdited by Kok-Kwang Phoon, Jianye Ching
260			_aBoca Raton, FL : _bCRC Press, _c2017.
300			_axxx, 594 p. : _bill. ; _c27 cm.
500			_aIncludes bibliographical references and index.
505			_aPART 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.
520			_aEstablishes 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.
650			_aGeotechnical engineering _912290
650			_aReliability _91533
650			_aRock mechanics _912386
650			_aSoil mechanics _912407
700			_aPhoon, Kok-Kwang, _eEdited by _960800
700			_aChing, Jianye, _eEdited by _960801
856			_uhttps://uowd.box.com/s/xfozezdqgwbjkhdf6losdhqdpv938rwk _zLocation Map
942			_cREGULAR