Three-Dimensional Creep Analyses of the Leaning Tower of Pisa-Reference-Cited by-同舟云学术

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Three-Dimensional Creep Analyses of the Leaning Tower of Pisa

Published:2008-04 Issue:2 Volume:48 Page:195-205
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Bai J.,Morgenstern N.,Chan D.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference25 articles.

1. The Leaning Tower of Pisa: Present situation. Deformation of soil and displacements of structures, 5th ECSMFE;AGI;Florence, Italy,1991

2. Creep analysis of the Leaning Tower of Pisa;Bai,1998

3. Numerical analysis of time-dependent behaviour for the Leaning Tower of Pisa;Bai;Soils and Foundations,2008

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. Long-Term Deformations of Soft Clays: A Case Study;Lecture Notes in Civil Engineering;2022

2. LEANING PAGODA OF AYUTTHAYA ANALYSIS WITH THREE-DIMENSIONAL EFFECTS AND GROUND UNCERTAINTY;International Journal of GEOMATE;2021-06-01

3. A Comparison of 2D and 3D Settlement Analyses of the Tower of Pisa;Geo-Frontiers 2011;2011-03-11

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