澳门新葡平台网址7906院士专家系列学术报告之三十一

发布时间:2013-07-11

讲座人:英国皇家工程院院士、英国剑桥大学Malcolm Bolton教授

题   目:Performance-based design in geotechnical engineering

时   间:2012年11月28日,下午2:00

地   点:南京市西康路1号,河海大学闻天馆113
 

欢迎各位专家、同行、教师和同学们参加!
 

澳门新葡平台网址7906
2012年11月8日

 

Performance-based design in geotechnical engineering
A reprise of the 52nd Rankine Lecture
Professor Malcolm Bolton
Cambridge University
ABSTRACT
 

    Engineering design consists of a sequence of decisions which should satisfy the client’s objective performance requirements. This lecture will argue that an assessment of geotechnical performance must involve ground displacements, and that the traditional approach of specifying safety factors is potentially wasteful. In particular, the Limit State Design (LSD) approach adopted in the Eurocodes will be shown to lack objectivity and therefore to be inadequate to the needs of clients and society at large. Improvements will be proposed through the adoption of Mobilizable Strength Design (MSD) principles in which the designer explicitly considers the stress-strain behaviour of the ground.

    Central to the MSD approach will be an assessment of the possible deformability and strength of the soil that lies within the anticipated deformation mechanism of the proposed geo-structure. Displacements are then calculated by applying the principle of conservation of energy to the deformation mechanism. This leaves the designer with an implicit assessment of deformations before any other checks which might later be made by Finite Element Analysis (FEA), and ensures that the intended design performance can always be checked by monitoring during construction. Examples of the application of MSD will include slopes, earth retaining structures and foundations.

    Malcolm Bolton is Professor of Soil Mechanics at Cambridge University, and has been Director of the Schofield Centre for Geotechnical and Construction Modelling since 1995. He is a Fellow of the Royal Academy of Engineering and holds various prizes of the UK Institutions of Civil and Structural Engineering, the British Geotechnical Association and the Canadian Geotechnical Society. He was founding chairman of the ISSMGE Technical Committee on Geo-Mechanics from Micro to Macro (GM3). He has collaborated on piles with the Giken company of Japan for 18 years, and is the founding chairman of the International Press-In Association. He served on the Slope Stability Technical Review Board for the Hong Kong Government, and acts as a consultant in relation to soil-pipeline interactions on the sea bed. He helped to draft BS8002 Earth Retaining Structures, and has over 220 publications on topics ranging from fundamental soil mechanics to a wide variety of geotechnical engineering applications.

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