Retaining wall with reinforced backfill - a case study

Geotextiles and Geomembranes

Volumn 16, Issue 3, 1998, Pages 135-149

  Garg, K G ^a  

^a CSIR CENTRAL BUILDING RESEARCH INSTITUTE   (India)

Author keywords

[No Author keywords available]

Indexed keywords

COST EFFECTIVENESS; GEOMEMBRANES; HIGHWAY SYSTEMS; LANDFILL LININGS; MASONRY CONSTRUCTION; REINFORCEMENT; STRUCTURAL DESIGN;

GEOGRIDS; LATERAL PRESSURE; REINFORCED BACKFILL;

RETAINING WALLS;

BACKFILL; GEOSYNTHETICS; REINFORCED EARTH; RETAINING WALL;

GEOGRID; GOESYNTHETICS; SOIL REINFORCEMENT;

EID: 0032105299     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-1144(98)00003-X     Document Type: Article

References (5)

1. Garg, K.G., 1988. Earth pressure behind retaining wall with reinforced backfill, Thesis presented to the University of Roorkee, at Roorkee, India, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2. Hausmann, M.R., Lee, K., 1978. Rigid model wall with soil reinforcement, Proc. Symp. on Earth Reinforcement, ASCE, pp. 400-427.
3. Pasley, C.W., 1822. Experiments on Revetments, vol. 2, Murray, London.
4. Saran, S., Talwar, D.V., Prakash, S., 1979. Earth pressure distribution on retaining wall with reinforced earth backfill, Int. Conf. on Soil Reinforcement, Paris I.
5. Saran, S., Garg, K.G., Bhandari, R.K., 1992. Retaining wall with reinforced cohesionless backfill, J. Geotech. Engg. ASCE, 118, 1869-1888, GT 12.