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Geotechnical risk and safety : proceedings of the 2nd International Symposium on Geotechnical Safety & Risk, Gifu, Japan, 11-12 June 2009

Author: Yusuke Honjo
Publisher: Boca Raton : CRC Press, ©2009.
Edition/Format:   eBook : Document : Conference publication : EnglishView all editions and formats

International exchange of information on geotechnical risk assessment and management is of vital importance to advance knowledge and experience. This collection of papers deals with geotechnical risk  Read more...


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Genre/Form: Conference papers and proceedings
Electronic books
Additional Physical Format: Print version:
International Symposium on Geotechnical Safety & Risk (2nd : 2009 : Gifu-shi, Japan).
Geotechnical risk and safety.
Boca Raton : CRC Press, ©2009
Material Type: Conference publication, Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Yusuke Honjo
ISBN: 9780203867310 0203867319
OCLC Number: 425324970
Notes: "A Balkema book."
Description: 1 online resource (xiii, 452 pages) : illustrations
Contents: Wilson Tang lectureReliability of geotechnical predictionsKeynote lecturesRisk assessment and management for geohazardsRisk management and its application in mountainous highway constructionRecent revision of Japanese Technical Standard for Port and Harbor Facilities based, on a performance based design conceptSpecial lectureInteraction between Eurocode 7 - Geotechnical design and Eurocode 8 - Design for earthquake resistance of geotechnical structuresSpecial sessionsReliability benchmarkingReliability analysis of a benchmark problem for 1-D consolidationStudy on determination of partial factors for geotechnical structure designReliability analyses of rock slope stabilityReliability analysis of a benchmark problem for slope stabilityGeotechnical code drafting based on limit state design and performance based design conceptsDeveloping LRFD design specifications for bridge shallow foundationsLimit States Design concepts for reinforced soil walls in North AmericaLoss of static equilibrium of a structure - Definition and verification of limit state EQUGeotechnical criteria for serviceability limit state of horizontally loaded deep foundationsReliability-based code calibration of piles based on incomplete proof load testsSensitivity analysis of design variables for caisson type quay wallEvaluating the reliability of a levee against seepage flowDetermination of partial factors for the verification of the bearing capacity of shallow foundations under open channelsApplication of concept in `Geo-code21' to earth structuresLimit state design example - Cut slope designProbabilistic charts for shallow foundation settlements on granular soilResistance factor calibration based on FORM for driven steel pipe piles in KoreaAn evaluation of the reliability of vertically loaded shallow foundations and grouped-pile foundationsStudy on rational ground parameter evaluation methods for the design and construction of large earth-retaining wallSystem reliability of slopes for circular slip surfacesCorrelation of horizontal subgrade reaction models for estimating resistance of piles perpendicular to pile axisRisk management in geotechnical engineeringThe long and big tunnel fire evacuation simulation based on an acceptable level of risk and EXODUS softwareRisk based decision support system for the pumping process in contaminated, groundwater remediationA risk evaluation method of countermeasure for slope failure and rockfall with account of initial investmentRisk assessment on the construction of interchange station of Shanghai metro systemChallenges in multi-hazard risk assessment and management: Geohazard chainin Beichuan Town caused by GreatWenchuan earthquake General sessionsDesign method (1)A study of the new design method of irrigation ponds using sheet materialsResearch on key technique of double-arch tunnel passing through water-eroded groove Safety measures by utilizing the old ridge road and potential risks of land near the old river alignmentsBearing capacity of rigid strip footings on frictional soils under eccentric and inclined loadsUncertaintyReliability analysis of slope stability by advanced simulation with spreadsheet Optimal moving window width in conjunction with intraclass correlation coefficient for identification of soil layer boundariesSoil variability calculated from CPT data Reducing uncertainties in undrained shear strengthsA case study on settlement prediction by spatial-temporal random processConstruction risk managementReliability analysis of a hydraulic fill slope with respect to liquefaction and breachingA case study of the geological risk management in mountain tunnelingGuideline for monitoring and quality control at deep excavationsA study on the empirical determination procedure of ground strength for seismic performance evaluation of road embankmentsGeo Risk Scan - Getting grips on geotechnical risksReduction of landslide risk in substituting road of Germi-Chay damRisk assessmentProbabilistic risk estimation for geohazards: A simulation approachA research project for deterministic landslide risk assessment in Southern Italy: Methodological approach and preliminary resultsReliability-based performance evaluation for reinforced railway embankments in the static loading conditionMaximum likelihood analysis of case histories for probability of liquefactionSuggestions for implementing geotechnical risk managementDesign method (2)Framework for evaluation of probability of failure of soil nail systemReliability analysis of embankment dams using Bayesian networkIdentification and characterization of liquefaction risks for high-speed railways in PortugalField characterization of patterns of random crack networks on vertical and horizontal soil surfacesStochastic methods for safety assessment of a European pilot site: Scheldt A report by JGS chapter of TC23 limit state design in geotechnical engineering practiceCode calibration in reliability based design level I verification format for geotechnical structures
Responsibility: editors, Y. Honjo [and others].


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