The influence of geofoam creep on the performance of a compressible inclusion

Geotextiles and Geomembranes

Volumn 15, Issue 1-3, 1997, Pages 121-131

  Murphy, George P ^a  

^a Tectonic Engineering   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CREEP; ELASTIC MODULI; FINITE ELEMENT METHOD; RETAINING WALLS; STRAIN; STRESSES;

COMPRESSIBLE INCLUSION; GEOFOAM;

FOAMED PLASTICS;

COMPRESSIBLE INCLUSION; CREEP; GEOFOAM; RETAINING WALL;

EID: 0031062365     PISSN: 02661144     EISSN: None     Source Type: Journal    
DOI: 10.1016/s0266-1144(97)00009-5     Document Type: Article

References (5)

1. Clough, G. W. & Duncan, J. M. (1971). Finite element analyses of retaining wall behavior. J. Soil Mech. Found. Div. ASCE, 97(SM 12), 1657-1673.
2. Duncan, J. M. & Chang, C. (1970). Nonlinear analysis of stress and strain in soils. J. Soil Mech. Found. Div. ASCE, 96(SM 5), 1629-1653.
3. Duncan, J. M., Williams, A. L., Sehn, A. L. & Seed, R. B. (1991). Estimating earth pressures due to compaction. J. Geotech. Engng ASCE, 117(12), 1833-1847.
4. Horvath, J. S. (1995) Geofoam Geosynthetic. Horvath Engineering, Scarsdale, NY.
5. Partos, A. M. & Kazaniwsky, P. M. (1987) Geoboard, reduces lateral earth pressures. Proceeding - Geosynthetics '87, 1FA1, pp. 628-639.