Effect of content and plasticity of fines on liquefaction behaviour of soils
- Author
- TSAI, P.-H1 ; LEE, D.-H2 ; KUNG, G. T.-C3 ; HSU, C.-H4
[1] Department of Civil Engineering, National Cheng Kung University, Tainan 70101, Taiwan, Province of China
[2] Department of Civil Engineering & Sustainable Environment Research Center, National Cheng Kung University, Tainan 70101, Taiwan, Province of China
[3] Sustainable Environment Research Center, National Cheng Kung University, Tainan 70955, Taiwan, Province of China
[4] Railway Engineering Department, China Engineering Consultants, Inc., Taipei, Taiwan, Province of China - Source
Quarterly journal of engineering geology and hydrogeology. 2010, Vol 43, Num 1, pp 95-106, 12 p ; ref : 1 p.1/4
- Publisher
- Geological Society, London
- Publication country
- United Kingdom
- Document type
- Article
- Language
- English
- Keyword (fr)
- Contrainte Déformation sous contrainte Essai triaxial Fraction fine Liquéfaction Matériau Plasticité Silt Sol
- Keyword (en)
- stress strain triaxial tests fine-grained materials liquefaction materials plasticity silt soils
- Keyword (es)
- Coacción Deformación bajo tensión Fracción fina Licuefacción Plasticidad Limo Suelo
- Classification
- Pascal
- 001 Exact sciences and technology / 001E Earth, ocean, space / 001E01 Earth sciences / 001E01O Engineering and environment geology. Geothermics / 001E01O01 Engineering geology
- Discipline
- Earth sciences
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 22427544
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1144/1470-9236/08-019 
https://dx.doi.org/10.1144/1470-9236/08-019
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