A nonlinear model of geosynthetic-reinforced granular fill over soft soil

Geosynthetics International

Volumn 4, Issue 5, 1997, Pages 523-536

  Yin, J H ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Finite difference; Foundation model; Geosynthetic reinforcement; Settlement; Soil improvement; Tension force

Indexed keywords

FINITE DIFFERENCE METHOD; FOUNDATIONS; FUNCTIONS; ITERATIVE METHODS; MATHEMATICAL MODELS; NONLINEAR EQUATIONS; SETTLEMENT OF STRUCTURES; SHEAR STRESS; SOIL MECHANICS; SOIL STRUCTURE INTERACTIONS; STRAIN;

GEOSYNTHETIC REINFORCED GRANULAR FILL; SOIL IMPROVEMENT;

GEOTEXTILES;

FILL; GEOSYNTHETIC; REINFORCED SOIL; SOFT SOIL;

GEOTEXTILES, SOIL-REINFORCEMENT; TESTING, TENSION; THEORETICAL ANALYSIS;

EID: 0031427512     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.4.0105     Document Type: Article

References (5)

1. Ghosh, C. and Madhav, M.R., 1994a, "Settlement Response of a Reinforced Shallow Earth Bed", Geotextiles and Geomembranes, Vol. 13, No. 5, pp. 643-656.
2. Ghosh, C. and Madhav, M.R., 1994b, "Reinforced Granular Fill-Soft Soil System: Confinement Effect", Geotextiles and Geomembranes, Vol. 13, No. 5, pp. 727-741.
3. Ghosh, C. and Madhav, M.R., 1994c, "Reinforced Granular Fill-Soft Soil System: Membrane Effect", Geotextiles and Geomembranes, Vol. 13, No. 5, pp. 743-759.
4. Pasternak, P.L., 1954, "On a New Method of Analysis of an Elastic Foundation by Means of Two Foundation Constants", Gosudarstvennoe Izdatelstro Liberaturi po Stroitelsvui Arkhitekture, Moscow, (in Russian)
5. Yin, J.H., 1997, "Modelling Geosynthetic-Reinforced Granular Fills Over Soft Soil", Geosynthetics International, Vol. 4, No. 2, pp. 165-185.