A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Performance of geosynthetic-reinforced soil structures at limit equilibrium state
Potential failure mechanisms representing various limit equilibrium states of geosynthetic-reinforced soil walls/slopes are employed to study the behaviour of reinforced soil walls/slopes. Parametric analyses were conducted to investigate the effects of varying the values of pore water pressure, soil strength, geosynthetic strength, soil-geosynthetic interaction coefficients, vertical spacing of geosynthetic, surcharge load, facing slope, and backslope. In the analyses, geosynthetic-reinforced soil walls/slopes are assumed to have competent foundations. Seepage forces and other dynamic forces such as earthquake forces have not been taken into account. Similarly, the stabilising effects of facing rigidity and strength are neglected. The results are presented in a non-dimensional graphical form. Methods of optimising the design of geosynthetic-reinforced soil structures are suggested.
Performance of geosynthetic-reinforced soil structures at limit equilibrium state
Potential failure mechanisms representing various limit equilibrium states of geosynthetic-reinforced soil walls/slopes are employed to study the behaviour of reinforced soil walls/slopes. Parametric analyses were conducted to investigate the effects of varying the values of pore water pressure, soil strength, geosynthetic strength, soil-geosynthetic interaction coefficients, vertical spacing of geosynthetic, surcharge load, facing slope, and backslope. In the analyses, geosynthetic-reinforced soil walls/slopes are assumed to have competent foundations. Seepage forces and other dynamic forces such as earthquake forces have not been taken into account. Similarly, the stabilising effects of facing rigidity and strength are neglected. The results are presented in a non-dimensional graphical form. Methods of optimising the design of geosynthetic-reinforced soil structures are suggested.
Performance of geosynthetic-reinforced soil structures at limit equilibrium state
Leistungsvermögen von geokunststoff-verstärkten Erdstrukturen im Zustand des Grenzgleichgewichts
Shiwakoti, D.R. (author) / Pradhan, T.B.S. (author) / Leshchinsky, D. (author)
Geosynthetics International ; 5 ; 555-587
1998
33 Seiten, 12 Bilder, 12 Quellen
Article (Journal)
English
Performance of geosynthetic-reinforced soil structures at limit equilibrium state
| Tema Archive | 1998
Limit State Design of Geosynthetic Reinforced Soil Structures
| British Library Conference Proceedings | 1998
Geosynthetic Reinforced Slopes: Limit Equilibrium and Finite Element Analyses
| Online Contents | 1994
Performance Study of Geosynthetic Reinforced Soil Retaining Structures
| British Library Conference Proceedings | 2010