(LKS)will increased CS-settlement or Stratum index California Institute of Technology Pasadena , factors slower than stratum coefficient (LKS) will California , U.S.A . reduced CS-settlement . Lee , Kuantsai (1979) References An Analytical And Experimental Study Of “ Biot , M.A (1935) Large Strain Soil Consolidation”: A Thesis A Thesis submitted to University Oxford By Lee, submitted to the University of Oxford for the “ Kuantsai, 1979 , pages 1-2 and 324”. Degree of Doctor of Philosophy , Trinity Term . Gibson(1981) G and Godlewski, P.M (1977) Theory of One Dimensional of and Stress - Compressibility “The “Time Consolidation of Saturated Clays 2 . Finite Interrelationship of Geotechnical ”,Journal Nonlinear Consolidation of Thick Homogeneous Engineering , ASCE , Vol 103 ,No,GTS5, 417-430 Layer Geotechnical Journal , Vol ”,Canadian 18,pp 280-293 . Skempton , A.W, Bjerrum , L , (1957) A Contribution to Settlement Analysis of “ Jardine , R . J , Potts, Burland (1986) : Foundations Clay Geotechnique , London , Vol ”, of the influences of Non linear Stress 7, 178 . “Studies – Strain Characteristic in Soil Structure Fundamentals of Geotechnical Engineering , 3 – “ Interraction ,” Geotechnique , Vol 36 , No 2 , pp Edition , Braja M . Das (2008)” pp 223-230. 377-396 . Terzaghi , K, Peck ,R.B and Mesri , G (1996) Mechanics in Engineering Practise 3rd “Soil ”, Edition , John & Sons, New York , pp J.P.Bardet (1983) of Plastic Theory to Soil Behavior A “Application New Sand Model ,” In Partial fulfillment of Sivaram, B, Swamme , A . (1977) Requirement for the Degree of Philosophy ,
(LKS)will increased CS-settlement or Stratum index factors slower than stratum coefficient (LKS) will reduced CS-settlement . References Biot , M.A (1935) “ A Thesis submitted to University Oxford By Lee, Kuantsai, 1979 , pages 1-2 and 324”. Gibson(1981) “The Theory of One Dimensional of Consolidation of Saturated Clays 2 . Finite Nonlinear Consolidation of Thick Homogeneous Layer ”,Canadian Geotechnical Journal , Vol 18,pp 280-293 . Jardine , R . J , Potts, Burland (1986) : “Studies of the influences of Non linear Stress – Strain Characteristic in Soil – Structure Interraction ,” Geotechnique , Vol 36 , No 2 , pp 377-396 . J.P.Bardet (1983) “Application of Plastic Theory to Soil Behavior A New Sand Model ,” In Partial fulfillment of Requirement for the Degree of Philosophy , California Institute of Technology Pasadena , California , U.S.A . Lee , Kuantsai (1979) “ An Analytical And Experimental Study Of Large Strain Soil Consolidation”: A Thesis submitted to the University of Oxford for the Degree of Doctor of Philosophy , Trinity Term . G and Godlewski, P.M (1977) “Time and Stress - Compressibility Interrelationship ”,Journal of Geotechnical Engineering , ASCE , Vol 103 ,No,GTS5, 417-430 Skempton , A.W, Bjerrum , L , (1957) “ A Contribution to Settlement Analysis of Foundations Clay ”, Geotechnique , London , Vol 7, 178 . “ Fundamentals of Geotechnical Engineering , 3 Edition , Braja M . Das (2008)” pp 223-230. Terzaghi , K, Peck ,R.B and Mesri , G (1996) “Soil Mechanics in Engineering Practise ”, 3rd Edition , John & Sons, New York , pp Sivaram, B, Swamme , A . (1977)
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