07-02-2013, 09:10 AM
Dear Forum member, need your help to upload paper from ASCE library, thank you for your kindness.
1. Ramalho-Ortigao, Werneck, L.G. and Lacerda, W.A. (1983) Embakment failure on clay near Rio de Janeiro. ASCE Journal of Geotechnical Engineering,109(11):1460-1479.
2. Indraratna, B., Balasubramaniam, A.S. and Balachandran, S. (1992) Performance of test embankment constructed to failure on soft marine clay. ASCE Journal of Geotechnical Engineering, 118(1): 12-33
3. Leonards, G. A., (1982). “Investigation of failures.” J. Geotech. Eng. Div., ASCE, 108(2), 185–246
4. Tiwari, B., Brandon, T. L., Marui, H., and Tuladhar, G. R., (2005). “Comparison of residual shear strengths from back-analysis and ring shear tests of undisturbed and remolded specimens.” J. Geotech. Geoenviron. Eng, ASCE., 131(9), 1071–1079.
5. Olsen, R. E., (1974). “Shearing strength of kaolinite, illite, and montmorillonite.” J. Soil Mech. And Fdn. Div., 100(GT11), 1215-1229
6. Majano, R. E., O’Neill, M. W., and Hassan, K. M. (1994). ‘‘Perimeter load transfer in model drilled shafts formed under slurry.’’ J. Geotech. Eng., 120(12), 2136–2154.
1. Ramalho-Ortigao, Werneck, L.G. and Lacerda, W.A. (1983) Embakment failure on clay near Rio de Janeiro. ASCE Journal of Geotechnical Engineering,109(11):1460-1479.
2. Indraratna, B., Balasubramaniam, A.S. and Balachandran, S. (1992) Performance of test embankment constructed to failure on soft marine clay. ASCE Journal of Geotechnical Engineering, 118(1): 12-33
3. Leonards, G. A., (1982). “Investigation of failures.” J. Geotech. Eng. Div., ASCE, 108(2), 185–246
4. Tiwari, B., Brandon, T. L., Marui, H., and Tuladhar, G. R., (2005). “Comparison of residual shear strengths from back-analysis and ring shear tests of undisturbed and remolded specimens.” J. Geotech. Geoenviron. Eng, ASCE., 131(9), 1071–1079.
5. Olsen, R. E., (1974). “Shearing strength of kaolinite, illite, and montmorillonite.” J. Soil Mech. And Fdn. Div., 100(GT11), 1215-1229
6. Majano, R. E., O’Neill, M. W., and Hassan, K. M. (1994). ‘‘Perimeter load transfer in model drilled shafts formed under slurry.’’ J. Geotech. Eng., 120(12), 2136–2154.