Nonlinear response of dams founded on alluvial deposits in narrow canyons-Reference-Cited by-同舟云学术

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Nonlinear response of dams founded on alluvial deposits in narrow canyons

Published:1990-11 Issue:6 Volume:9 Page:301-312
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Dakoulas P.

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference22 articles.

1. Prediction of pore water pressure buildup and liquefaction of sands during earthquakes by the cyclic strain method. National Bureau of Standards;Dobry,1982

2. The steady state of deformation;Poulos;Journal of Geotechnical Engineering Division, ASCE,1981

3. Liquefaction flow failure of silty sand by torsional cyclic tests;Dobry,1985

4. Dynamic response of earth dams;Finn,1966

Cited by 4 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. Analytical estimation of natural frequency in earth dams with respecting to the foundation effects;Numerical Methods in Civil Engineering;2016-09-01

2. Response of Earth Dams in Semicylindrical Canyons to Oblique SH Waves;Journal of Engineering Mechanics;1993-01

3. Wave Passage Effects on the Response of Earth Dams;Soils and Foundations;1992-06

4. Seismic analysis and design of rockfill dams: state-of-the-art;Soil Dynamics and Earthquake Engineering;1992-01

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