Prediction of resilient modulus of compacted saprolitic soils by CBR approach for road pavement subgrade: a re-examination

References

• AAHTO Standard: T307-99, 2003. Determining the resilient modulus of soils and aggregate materials
   Google Scholar
• ASTM D5298-94, 1994. Standard test method for measurement of soil potential (suction) using filter paper
   Google Scholar
• Ayres, M., 1997. Development of a rational probabilistic approach for flexible pavements analysis. Thesis (PhD). University of Maryland
   Google Scholar
• Elias, M.B. and Titi, H.H., 2006. Evaluation of resilient modulus model parameters for mechanistic-empirical pavement design. Transportation Research Record: Journal of the Transportation Research Board, No. 1967, 89–100
   Google Scholar
• Fleming , P.R. and Rogers , C.D.F. 1995 . Assessment of pavement foundations during construction . Proceedings of the Institution of Civil Engineers – Transport , 111 ( 2 ) : 105 – 115 .
   Web of Science ®Google Scholar
• Garg , N. , Larkin , A. and Brar , H. 2009 . “ A comparative subgrade evaluation using CBR, vane shear, light weight deflectometer, and resilient modulus tests ” . In Proceedings of bearing capacity of roads, railways and airfields , 57 – 64 . London : Taylor and Francis Group .
   Google Scholar
• Green , J.L. and Hall , J.W. 1975 . Non destructive vibratory testing of airport pavements: experimental test results and development of evaluation methodology and procedure , Vol. 1 , Washington, DC : Federal Aviation Administration . Report No. FAA-RD-73-205
   Google Scholar
• Heukelom , W. and Klomp , A.J.G. 1962 . Dynamic testing as a means of controlling pavements during and after construction . Proceedings of the 1st international conference on the structural design of asphalt pavement , University of Michigan: Ann Arbor, MI
   Google Scholar
• Hight , D.W. and Stevens , M.G.H. 1982 . An analysis of the California bearing ratio test in saturated clays . Geotechnique , 32 ( 4 ) : 315 – 322 .
   Web of Science ®Google Scholar
• Highways Department, Research & Development Division, 1993. HKSARG GN017, guidance notes on pavement design
   Google Scholar
• Hossain, S., 2007. Comparison study of VTM and AASHTO test method for CBR. Summer research symposium, Virginia DOT
   Google Scholar
• Khoury, N.N., et al., 2009. Variations of resilient modulus of subgrade soils with postcompaction moisture contents. Transportation Research Record: Journal of the Transportation Research Board, No. 2101, 72–81
   Google Scholar
• Kim , D. and Kim , J.R. 2007 . Resilient behaviour of compacted subgrade soils under the repeated triaxial test . Construction and Building Materials , 21 ( 7 ) : 1470 – 1479 .
   Web of Science ®Google Scholar
• Lee , W. 1997 . Resilient modulus of cohesive soils . Journal of Geotechnical and Geoenvironmental Engineering , 123 ( 2 ) : 131 – 135 .
   Web of Science ®Google Scholar
• Li , J. and Qubain , B.S. 2002 . Resilient modulus variations with water content, resilient modulus testing for pavement components , 59 – 69 . Salt Lake City, UT : ASTM International . STP 1437
   Google Scholar
• Liang . 2008 . Predicting moisture-dependent resilient modulus of cohesive soils using soil suction concept . Journal of Transportation Engineering, ASCE , 134 ( 1 ) : 34 – 40 .
   Web of Science ®Google Scholar
• Lister , N.W. and Powell , D. 1987 . “ Design practices for pavements in the United Kingdom ” . In Proceedings of the 6th international conference on the structural design of asphalt pavements, Ann Arbor, MI
   Google Scholar
• Lumb , P. 1962 . The properties of decomposed granite . Geotechnique , 15 : 180 – 194 .
   Google Scholar
• Porter , O.J. 1938 . The preparation of subgrades . Proceedings of Highway Research Board , 18 ( 2 ) : 324 – 331 .
   Google Scholar
• Porter , O.J. 1950 . Development of the original method for highway design, Development of CBR flexible pavement design method for airfields – a symposium . Transactions of the American Society of Civil Engineers , 115 : 461 – 467 .
   Google Scholar
• Rahim , A.M. 2005 . Subgrade soil index properties to estimate resilient modulus for pavement design . The International Journal of Pavement Engineering , 6 ( 3 ) : 163 – 169 .
   Google Scholar
• Sawangsuriya , A. 2009 . Effect of suction on resilient modulus of compacted fine-grained subgrade soils . Transportation Research Record: Journal of the Transportation Research Board , : 82 – 87 . No. 2101
   Web of Science ®Google Scholar
• Sukumaran , B. 2002 . Suitability of using California Bearing Ratio to predict resilient modulus . Presented on federal aviation administration airport technology transfer conference , 05/2002
   Google Scholar
• Thompson , M.R. and Robnett , Q.L. 1979 . Resilient properties of subgrade soils . Journal of Transportation Engineering ASCE , 105 ( 1 ) : 71 – 89 .
   Web of Science ®Google Scholar
• Turnbull , W.J. 1950 . Appraisal of the CBR method, development of CBR flexible pavement design method for airfields – a symposium . Transactions of the American Society of Civil Engineers , 115 : 547 – 554 .
   Google Scholar