Influence of Boundary Conditions in a Finite-Element Analysis of River Levees-Reference-Cited by-同舟云学术

Influence of Boundary Conditions in a Finite-Element Analysis of River Levees

Published:2011-10 Issue:5 Volume:11 Page:399-405
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Redaelli Marco¹²³,Cividini Annamaria¹²³,Gioda Giancarlo¹²³

Affiliation:

1. Geotechnical Engineer, Halcrow Group Ltd., Elms House, 43 Brook Green, London W6 73F, United Kingdom.

2. Professor, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci, 32 20133 Milano, Italy (corresponding author).

3. Professor, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci, 32 20133 Milano, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000100

Reference20 articles.

1. Barends F. B. J. (1988). “Uplift in the hinterland at high water levels.” Rep. No. CO-290831/2 GeoDelft Delft Netherlands (in Dutch).

2. Barends F. B. J. (2003). “Groundwater mechanics and flood risk management.” Groundwater engineering—Recent advances Vol. 1 I. Kono M. Nishigaki and M. Komatsu eds. Swets and Zeitlinger Lisse Netherlands 53–66.

3. Bauduin C. M. H. Moses C. J. B. and van Baalen M. (1989). “The influence of uplift pressure on the deformations and stability of flood embankments.” Proc. 12th Int. Conf. on Soil Mechanics and Foundation Engineering Vol. 3 Balkema Rotterdam Netherlands 1713–1716.

4. Pore pressure tension cut off in two-phase finite element analyses

5. Back-Analysis Approach for the Design of Drainage Systems

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. Experimental and Numerical Investigation of Strip Footing Behavior on Sand with a Weak Layer of Varying Thicknesses and Overburden Loads;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-04-13

2. Failure of levees induced by toe uplift: Investigation of post-failure behavior using material point method;Journal of Rock Mechanics and Geotechnical Engineering;2023-04

3. Editorial;Environmental Geotechnics;2021-04