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Mechanical Behavior of Anisotropic Sand Ground Beneath Structures Subjected to Cyclic Loading Such as Wave Loading

  • Published:2010-10 Issue:5 Volume:50 Page:645-657
  • ISSN:0038-0806
  • Container-title:Soils and Foundations
  • language:en
  • Short-container-title:Soils and Foundations

Author:

Kawamura Shima,Miura Seiichi,Yokohama Shoji

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference43 articles.

1. Bearing capacity for foundations with cyclic loads;Andersen;ASCE,1988

2. Recommendations for Design of Building Foundations;Architectural Institute in Japan,1988

3. Complete three-dimensional envelope for shallow footings on sand;Butterfield;Geotechnique,1994

4. Response of seafloor to ocean waves;Finn;Journal of Geotechnical Engineering, ASCE,1983

5. Foundations of Solid Mechanics;Fung,1965

Cited by 5 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. Stress and Deformation Characteristics of Nonwoven Geotextile Reinforced Sand Under Different Directions of Principal Stress;International Journal of Geosynthetics and Ground Engineering;2017-10-16

2. An experimental study on the cyclic settlement of sand and cemented sand under different inclinations of the bedding angle and loading amplitudes;European Journal of Environmental and Civil Engineering;2017-08-06

3. Directional-dependence in the mechanical characteristics of sand: a review;International Journal of Geotechnical Engineering;2016-05-18

4. Bearing capacity improvement of anisotropic sand ground;Proceedings of the Institution of Civil Engineers - Ground Improvement;2014-08

5. Rainfall-induced failures of volcanic slopes subjected to freezing and thawing;Soils and Foundations;2013-06
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