Numerical Analysis of Time-Dependent Behaviour for the Leaning Tower of Pisa-Reference-Cited by-同舟云学术

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Numerical Analysis of Time-Dependent Behaviour for the Leaning Tower of Pisa

Published:2008-04 Issue:2 Volume:48 Page:207-220
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Bai J.,Chan D.,Morgenstern N.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference36 articles.

1. Creep analyses of the Leaning Tower of Pisa;Bai,1998

2. Consolidation of clay with non-linear viscosity;Barden;Geotechnique,1965

3. Time dependent deformation of normally consolidated clays and peats;Barden;ASCE Journal of Soil Mechanics and Foundation Engineering Division,1969

4. Creep characteristics of two undisturbed clays;Bishop;Proc. ICSMFE,1969

5. A constitutive model for the stress-strain-time behaviour of 'wet' clays;Borja;Geotechnique,1985

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Theoretical Study of a Design Method for Underexcavation in Building Rectification;Advances in Civil Engineering;2023-04-20

2. Interaction of a Long Pile with a Multilayer Soil Mass, Taking into Account Hardening;XV International Scientific Conference “INTERAGROMASH 2022”;2023

3. Three-Dimensional Creep Analyses of the Leaning Tower of Pisa;Soils and Foundations;2008-04

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