caa a22 4500 469043091 CHVBK 20180323132816.0 cr unu---uuuuu 170328e19921201xx s 000 0 eng 10.1007/BF00880706 doi (NATIONALLICENCE)springer-10.1007/BF00880706 A procedure for the design and analysis of geosynthetic reinforced soil slopes [Elektronische Daten] [J. Mandal, L. Labhane] Summary: A procedure for the stability analysis and design of geosynthetic reinforced soil slopes over a firm foundation is described. Firstly the unreinforced slope is analysed, and for this a circular failure method is used which allows a surcharge load to be taken into account. Any method of slip circle analysis could be used to identify the coordinates of the centre of the slip circle, its radius and the minimum factor of safety. In this study, both internal and external stability analysis of the reinforced slope is presented. Internal stability deals with the resistance to pullout failure within the reinforced soil zone resulting from the soil/reinforcement interaction. The external stability is considered by an extension of the bilinear wedge method which allows a slip plane to propagate horizontally along a reinforcing sheet. The results for total tensile force, internal and external stability are presented in the form of charts. For given properties of soil and slope geometry, the required strength of the geosynthetic and the length of reinforcement at the top and bottom of the slope can be determined using these charts. The results are compared with the published design charts by Schmertmannet al. (1987). Chapman & Hall, 1992 Geosynthetic nationallicence reinforced soil nationallicence slope stability nationallicence Mandal J. Civil Engineering Department, Indian Institute of Technology, 400 076, Powai, Bombay, India aut Labhane L. Civil Engineering Department, Indian Institute of Technology, 400 076, Powai, Bombay, India aut Geotechnical & Geological Engineering Kluwer Academic Publishers 10/4(1992-12-01), 291-319 0960-3182 10:4<291 1992 10 10706 https://doi.org/10.1007/BF00880706 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/BF00880706 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Mandal J. Civil Engineering Department, Indian Institute of Technology, 400 076, Powai, Bombay, India aut NATIONALLICENCE 700 1- Labhane L. Civil Engineering Department, Indian Institute of Technology, 400 076, Powai, Bombay, India aut NATIONALLICENCE 773 0- Geotechnical & Geological Engineering Kluwer Academic Publishers 10/4(1992-12-01), 291-319 0960-3182 10:4<291 1992 10 10706 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer