Effect of saturation on liquefaction potential and residual strength: laboratory investigation-Reference-Cited by-同舟云学术

Effect of saturation on liquefaction potential and residual strength: laboratory investigation

Published:2021-11-15 Issue: Volume: Page:1-23
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Tran K. H.¹²,Imanzadeh S.¹³^ORCID,Taibi S.¹^ORCID,Souli H.⁴,Fleureau J. M.⁵,Hattab M.⁶

Affiliation:

1. UNIHAVRE, Laboratoire Ondes et Milieux Complexes, CNRS UMR 6294, Normandie Université, Le Havre, France

2. Faculty of Civil Engineering and Environment, Thai Nguyen University of Technology, Thai Nguyen Province, Vietnam

3. INSA Rouen Normandie, Laboratoire de Mécanique de Normandie, Normandie Univ, Saint-Etienne du Rouvray, France

4. Ecole Nationale Supérieure de Saint Etienne, Laboratoire de Tribologie et and Dynamique des Systèmes, CNRS UMR 5513, Saint Etienne, France

5. CentraleSupélec, CNRS UMR 8579, Laboratoire de Mécanique des Sols, Structures et Matériaux, Université Paris-Saclay, Gif-sur-Yvette, France

6. Laboratoire d’Etude des Microstructures et de Mécanique des Matériaux, CNRS UMR 7239, Arts et Métiers ParisTech, Université de Lorraine, Metz, France

Funder

Vietnamese government

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2021.1999333

Reference73 articles.

1. A constitutive model for partially saturated soils

2. Liquefaction Testing of Stratified Silty Sands

3. Saturation Effect on Behaviour of Sandy Soil Under Monotonic and Cyclic Loading: A Laboratory Investigation

4. A state parameter for sands

5. Benahmed, N. (2001). Comportement mécanique d’un sable sous cisaillement monotone et cyclique: Application aux phénomènes de liquéfaction et de mobilité cyclique, Thèse doctorale Ecole National des Ponts et Chausses - France.

Cited by 2 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 Study of Static Liquefaction Potential Considering the Uncertainty of the Critical State Line (CSL);2024-05-02

2. Liquefaction of unsaturated soils- volume change and residual shear strength;European Journal of Environmental and Civil Engineering;2022-05-16