Effect of Soil Confinement on Ultimate Bearing Capacity ... - Ejge.com
Effect of Soil Confinement on Ultimate Bearing Capacity ... - Ejge.com
Effect of Soil Confinement on Ultimate Bearing Capacity ... - Ejge.com
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Vol. 12, Bund. E 14<br />
24. Omar, M.T., B.M. Das, S.C. Yen, V.K. Puri and E.E. Cook (1993b) “<strong>Ultimate</strong> bearing<br />
capacity <str<strong>on</strong>g>of</str<strong>on</strong>g> rectangular foundati<strong>on</strong>s <strong>on</strong> geogrid reinforced sand.” Geotechnical Testing<br />
Journal, 16, 246-252.<br />
25. Prakash, S. and S. Saran (1971) “<strong>Bearing</strong> capacity <str<strong>on</strong>g>of</str<strong>on</strong>g> eccentrically loaded footings”, J<br />
<str<strong>on</strong>g>of</str<strong>on</strong>g> SMFE div, ASCE, No. SM1, 95-118.<br />
26. Prakash, S. and S. Saran (1977) “Settlement and tilt <strong>on</strong> eccentrically loaded footings”,<br />
J. <str<strong>on</strong>g>of</str<strong>on</strong>g> structural engineering, Roorkee, Vol.4, No.4, 176-186<br />
27. Puri, V.K., K.H. Khing, B.M. Das, E.E. Cook and S.C. Yen (1993) “The bearing<br />
capacity <str<strong>on</strong>g>of</str<strong>on</strong>g> a strip foundati<strong>on</strong> <strong>on</strong> geogrid reinforced sand.” Geotextile and Geomembrane,<br />
12, 351-361.<br />
28. Rajagopal, K., N. Krishnaswamy and G. Latha (1999) “Behavior <str<strong>on</strong>g>of</str<strong>on</strong>g> sand c<strong>on</strong>fined<br />
with single and multiple geocells”, Geotextile and Geomembrane, 17, 171-184.<br />
29. Rea, C. and J.K. Mitchell (1978) “Sand reinforcement using paper grid cells”, Proc.<br />
Symposium <strong>on</strong> Earth Reinforcement, Pittsburg, ASCE, 644-663.<br />
30. Sawwaf, M.E., and A. Nazer (2005) “Behavior <str<strong>on</strong>g>of</str<strong>on</strong>g> circular footing resting <strong>on</strong> c<strong>on</strong>fined<br />
granular soil.” Journal <str<strong>on</strong>g>of</str<strong>on</strong>g> Geotechnical and Geoenvir<strong>on</strong>mental Engineering, 131(3), 359-<br />
366.<br />
31. Schimizu, M., and T. Inui (1990) “Increase in bearing capacity <str<strong>on</strong>g>of</str<strong>on</strong>g> ground with<br />
geotextile wall frame.” Proc., 4 th Internati<strong>on</strong>al C<strong>on</strong>ference <strong>on</strong> Geotextiles,<br />
Geomembranes and Related Products, Vol. 1, 254.<br />
32. Steenfelt, J.S. (1977). “Scale effect capacity factor N γ .” Proc., 9 th Internati<strong>on</strong>al<br />
C<strong>on</strong>ference <strong>on</strong> <str<strong>on</strong>g>Soil</str<strong>on</strong>g> Mechanics and Foundati<strong>on</strong> Engineering, Vol. 1, 749-752.<br />
33. Verma, B.P., and A.N.R. Char (1986) “<strong>Bearing</strong> capacity tests <strong>on</strong> reinforced sand<br />
subgrades,” Journal <str<strong>on</strong>g>of</str<strong>on</strong>g> Geotechnical Engineering. 112(7), 701-706.<br />
34. Vesic, A.S. (1973) “Analysis <str<strong>on</strong>g>of</str<strong>on</strong>g> ultimate loads <str<strong>on</strong>g>of</str<strong>on</strong>g> Shallow foundati<strong>on</strong>s.” Journal <str<strong>on</strong>g>of</str<strong>on</strong>g> <str<strong>on</strong>g>Soil</str<strong>on</strong>g><br />
Mechanics and Foundati<strong>on</strong> Divisi<strong>on</strong>, Vol. 99(1), 45-73.<br />
© 2007 ejge