Strain-Rate Effects in Mexico City Soil
- Author
- DIAZ-RODRIGUEZ, J. Abraham1 ; MARTINEZ-VASQUEZ, J. José2 ; SANTAMARINA, J. Carlos3
[1] Civil Engineering, National Univ. of Mexico, Apartado Postal 70-165, Mexico City 04510, Mexico
[2] Dirección General de Ingenieros, S.D.N, Mexico City, Mexico
[3] School CEE, Georgia Tech, Atlanta, GA 30332, United States - Source
Journal of geotechnical and geoenvironmental engineering. 2009, Vol 135, Num 2, pp 300-305, 6 p ; ref : 3/4 p
- ISSN
- 1090-0241
- Scientific domain
- Environment; Civil engineering
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- Deposition Mexico Soil structures Strain rate Strength Triaxial compression Undisturbed soils
- Keyword (fr)
- Compression triaxiale Essai compression Essai sol Etude expérimentale Relation contrainte déformation Résistance mécanique Résultat expérimental Structure sol Vitesse déformation Mexique Amérique Centrale Amérique
- Keyword (en)
- Triaxial compression Compression test Soil test Experimental study Stress strain relation Strength Experimental result Soil structure Strain rate Mexico Central America America
- Keyword (es)
- Compresión triaxial Ensayo compresión Ensayo suelo Estudio experimental Relación tensión deformación Resistencia mecánica Resultado experimental Estructura suelo Velocidad deformación Méjico America central America
- Classification
- Pascal
- 001 Exact sciences and technology / 001D Applied sciences / 001D14 Buildings. Public works / 001D14F Geotechnics / 001D14F01 Soil investigations. Testing
- Discipline
- Building. Public works. Transport. Civil engineering
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 21107829
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
10.1061/(ASCE)1090-0241(2009)135:2(300) 
https://dx.doi.org/10.1061/(ASCE)1090-0241(2009)135:2(300)
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