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Proceedings of the International Symposium on New Generation Design Codes for Geotechnical Engineering Practice - Taipei 2006 : National Taiwan University of Science and Technology, Taipei, Taiwan, 2-3 November 2006 /

Communication of design risk within a transparent and rational framework is necessary in view of the increasing interest in code harmonization, public involvement in defining acceptable risk levels, and risk-sharing among client, consultant, insurer, and financier. Activities in code harmonization a...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor Corporativo: International Symposium on New Generation Design Codes for Geotechnical Engineering Practice Taipei, Taiwan
Otros Autores: Lin, Meei-Ling
Formato: Electrónico Congresos, conferencias eBook
Idioma:Inglés
Publicado: Singapore ; Hackensack, NJ : World Scientific, ©2006.
Temas:
Acceso en línea:Texto completo

MARC

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111 2 |a International Symposium on New Generation Design Codes for Geotechnical Engineering Practice  |d (2006 :  |c Taipei, Taiwan) 
245 1 0 |a Proceedings of the International Symposium on New Generation Design Codes for Geotechnical Engineering Practice - Taipei 2006 :  |b National Taiwan University of Science and Technology, Taipei, Taiwan, 2-3 November 2006 /  |c editors, Meei-Ling Lin [and others]. 
246 3 0 |a New Generation Design Codes for Geotechnical Engineering Practice - Taipei 2006 
260 |a Singapore ;  |a Hackensack, NJ :  |b World Scientific,  |c ©2006. 
300 |a 1 online resource (xii, 109 pages) :  |b illustrations, maps 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references and index. 
520 |a Communication of design risk within a transparent and rational framework is necessary in view of the increasing interest in code harmonization, public involvement in defining acceptable risk levels, and risk-sharing among client, consultant, insurer, and financier. Activities in code harmonization are particularly noteworthy. For the geotechnical engineering profession, there is added pressure for it to undergo a significant revamp because structural and geotechnical design are increasingly incompatible. The contributions in this volume tackle the important issues relating to new generation geotechnical design codes, in a bid to move geotechnical engineers forward together with the significant changes occurring at the global level. 
505 0 |a Cover13; -- Preface -- Committees13; -- Contents13; -- Keynote Lectures -- Limit states design based codes for geotechnical aspects of foundations in Canada -- Risk assessment in rock engineering -- Some movements toward establishing comprehensive structural design codes based on performance-based specification concept in Japan -- Development and implementation of Eurocode 7 -- Invited Lectures -- New trend toward performance-based design in the construction industry -- Risk analysis of lining structure in large-diameter shield tunnel -- Energy approach to earthquake-induced slope failures for performance-based design -- A preliminary study on load and resistance factors for foundation piles in Taiwan -- Evaluating probability of seismic landslide based on the Chi Chi's events, Taiwan -- Serviceability limit state reliability-based design -- Eurocode 7 for geotechnical design -- basic principles and implementation in the European member states -- Session I: Code Concept and Harmonization -- The study and revision of the probabilistic seismic hazard map and dam safety code of Taiwan -- A simple reliability assessment of pile design: resolving some Hong Kong challenges -- Geotechnical standards in Hong Kong -- Implementation of Eurocode 7-1 geotechnical design in Germany -- Introduction to international joint study of reliability-based design for port and harbor structure -- Session II: Performance Oriented Geotechnical Analysis -- Effect of lateral cyclic load on axial capacity of pile group in loose sand -- Evaluation of design methods for large-diameter bored piles -- Engineering problems for performance-based design of earth structures -- Performance-oriented risk assessment and retrofitting strategy for electricity towers on slopes -- Session III: Geotechnical Reliability Analysis -- Equivalence between reliability and factor of safety -- Bearing capacity of open ended piles in port construction in Japan -- Variance of soil parameters: some common misconceptions -- Reliability analysis of excavation-induced building damage -- Session IV: Geohazards -- The assessment and prediction of landslides and debris flows in Ta-Chia river after Taiwan Chi-Chi earthquake -- Predicting landslides probabilities along mountain road in Taiwan -- Optimal design of sand compaction pile based on liquefaction hazard analysis -- Verifications and physical interpretations of the discriminant model for evaluating liquefaction potential on SPT-N value -- Seismic performance-based design for canal embankment -- Session V: Engineering Practice and Chall. 
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546 |a English. 
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650 0 |a Soil mechanics  |v Congresses. 
650 0 |a Rock mechanics  |v Congresses. 
650 0 |a Natural disasters  |v Congresses. 
650 6 |a Géologie appliquée  |x Normes  |v Congrès. 
650 6 |a Mécanique des sols  |v Congrès. 
650 6 |a Mécanique des roches  |v Congrès. 
650 6 |a Catastrophes naturelles  |v Congrès. 
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655 7 |a Conference papers and proceedings  |2 fast 
700 1 |a Lin, Meei-Ling. 
758 |i has work:  |a Proceedings of the International Symposium on New Generation Design Codes for Geotechnical Engineering Practice - Taipei 2006 (Text)  |1 https://id.oclc.org/worldcat/entity/E39PD3mh7GtrKyGhWCP83v3jP3  |4 https://id.oclc.org/worldcat/ontology/hasWork 
776 0 8 |i Print version:  |a International Symposium on New Generation Design Codes for Geotechnical Engineering Practice (2006 : Taipei, Taiwan).  |t Proceedings of the International Symposium on New Generation Design Codes for Geotechnical Engineering Practice - Taipei 2006.  |d Singapore ; Hackensack, NJ : World Scientific, ©2006  |w (DLC) 2007282648 
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