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Strength reduction and step-loading finite element approaches in geotechnical engineering 被引量:23
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作者 Yingren Zheng Xiaosong Tang +2 位作者 Shangyi Zhao Chujian Deng Wenjie Lei 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2009年第1期21-30,共10页
The finite element limit analysis method has the advantages of both numerical and traditional limit equilibrium techniques and it is particularly useful to geotechnical engineering.This method has been developed in Ch... The finite element limit analysis method has the advantages of both numerical and traditional limit equilibrium techniques and it is particularly useful to geotechnical engineering.This method has been developed in China,following well-accepted international procedures,to enhance understanding of stability issues in a number of geotechnical settings.Great advancements have been made in basic theory,the improvement of computational precision,and the broadening of practical applications.This paper presents the results of research on(1) the efficient design of embedded anti-slide piles,(2) the stability analysis of reservoir slopes with strength reduction theory,and(3) the determination of the ultimate bearing capacity of foundations using step-loading FEM(overloading).These three applications are evidence of the design improvements and benefits made possible in geotechnical engineering by finite element modeling. 展开更多
关键词 finite element limit analysis method strength reduction step-loading embedded anti-slide piles reservoir slope FOUNDATION
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Lateral Bearing Capacity of Multi-Bucket Foundation in Soft Ground 被引量:4
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作者 栾茂田 孙曦源 +2 位作者 唐小微 范庆来 K.TimLawd 《China Ocean Engineering》 SCIE EI 2010年第2期333-342,共10页
The bucket foundation is a new type of foundation for offshore application to intermediate-depth waters. It has advantages over conventional ones. However, there is no consensus in the analysis and design of this type... The bucket foundation is a new type of foundation for offshore application to intermediate-depth waters. It has advantages over conventional ones. However, there is no consensus in the analysis and design of this type of foundation. In this paper, the lateral bearing capacity and the failure mechanism of multi-bucket foundations are studied with different connection stiffness and bucket spacing by use of a three-dimensional finite element method. Based on the numerical analysis results, a limit analysis method of plasticity for evaluating the lateral bearing capacity of large-spacing multi- bucket foundation with rigid connection in soft ground is proposed. This method provides a simple procedure that gives results comparable to those from the finite element analyses. 展开更多
关键词 lateral bearing capacity multi-bucket foundation finite element method limit analysis method softground
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