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 /

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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:
Engineering geology > Standards > Congresses.
Soil mechanics > Congresses.
Rock mechanics > Congresses.
Natural disasters > Congresses.
Géologie appliquée > Normes > Congrès.
Mécanique des sols > Congrès.
Mécanique des roches > Congrès.
Catastrophes naturelles > Congrès.
TECHNOLOGY & ENGINEERING > Civil > Soil & Rock.
Engineering geology > Standards.
Natural disasters.
Rock mechanics.
Soil mechanics.
Conference papers and proceedings.
Acceso en línea:Texto completo
Tabla de Contenidos:
  • 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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