Agarwal, S. L., & Hudson, W. R. (1970). Experimental Verification of Discrete-Element Solutions for Plates and Pavement Slabs (Report No. 56-15). University of Texas at Austin. Center for Highway Research. https://rosap.ntl.bts.gov/view/dot/80921
Agarwal, Sohan L. and W. Ronald Hudson. Experimental Verification of Discrete-Element Solutions for Plates and Pavement Slabs. Report no. 56-15. University of Texas at Austin. Center for Highway Research, 1970. https://rosap.ntl.bts.gov/view/dot/80921.
Agarwal, Sohan L., and W. Ronald Hudson Experimental Verification of Discrete-Element Solutions for Plates and Pavement Slabs. University of Texas at Austin. Center for Highway Research, 1970, Report no. 56-15, ROSA P. https://rosap.ntl.bts.gov/view/dot/80921.
To obtain test results for use in verifying discrete-element analytical methods for slabs-on-foundation, a study of small-dimension plates and slabs was conducted, with the basic approach divided into two parts: (1) a check of the modeling and method of solution for plates on simple supports for a variety of stiffness and load conditions and (2) an investigation of the modeling of the soil-structure interaction problem of a slab-on-foundation using linear and nonlinear characteristics according to the Winkler assumption.
Agarwal, S. L., & Hudson, W. R. (1970). Experimental Verification of Discrete-Element Solutions for Plates and Pavement Slabs (Report No. 56-15). University of Texas at Austin. Center for Highway Research. https://rosap.ntl.bts.gov/view/dot/80921
Agarwal, Sohan L. and W. Ronald Hudson. Experimental Verification of Discrete-Element Solutions for Plates and Pavement Slabs. Report no. 56-15. University of Texas at Austin. Center for Highway Research, 1970. https://rosap.ntl.bts.gov/view/dot/80921.
Agarwal, Sohan L., and W. Ronald Hudson Experimental Verification of Discrete-Element Solutions for Plates and Pavement Slabs. University of Texas at Austin. Center for Highway Research, 1970, Report no. 56-15, ROSA P. https://rosap.ntl.bts.gov/view/dot/80921.
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