The Experts below are selected from a list of 231 Experts worldwide ranked by ideXlab platform
Anirban Basudhar - One of the best experts on this subject based on the ideXlab platform.
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Treatise on Winkler Modulus of Subgrade Reaction and Its Estimation for Improved Soil–Structure Interaction Analysis
Geotechnical and Geological Engineering, 2018Co-Authors: Prabir Kumar Basudhar, Susheel Kumar Yadav, Anirban BasudharAbstract:The paper pertains to the development of a new relationship expressing the Winkler modulus of subgrade reaction as a function of elastic parameters such as the modulus of elasticity and Poisson’s ratio of the foundation soil, and the relative rigidity of the foundation soil and the beam resting over the same. It ensures that the maximum values of beam deflection and bending moment computed by using both the theory of elastic continuum and lumped parameter modeling are either identical or very close to each other. In this respect the Developed Expression can be construed to be superior to those proposed by Biot and Vesic, which respectively predict correct values for only one of the quantities (either maximum bending moment or maximum deflection). In addition, the proposed model for subgrade modulus is applicable to multiple load conditions as well unlike the other two approaches as reported.
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treatise on winkler modulus of subgrade reaction and its estimation for improved soil structure interaction analysis
Geotechnical and Geological Engineering, 2018Co-Authors: Prabir Kumar Basudhar, Susheel Kumar Yadav, Anirban BasudharAbstract:The paper pertains to the development of a new relationship expressing the Winkler modulus of subgrade reaction as a function of elastic parameters such as the modulus of elasticity and Poisson’s ratio of the foundation soil, and the relative rigidity of the foundation soil and the beam resting over the same. It ensures that the maximum values of beam deflection and bending moment computed by using both the theory of elastic continuum and lumped parameter modeling are either identical or very close to each other. In this respect the Developed Expression can be construed to be superior to those proposed by Biot and Vesic, which respectively predict correct values for only one of the quantities (either maximum bending moment or maximum deflection). In addition, the proposed model for subgrade modulus is applicable to multiple load conditions as well unlike the other two approaches as reported.
Prabir Kumar Basudhar - One of the best experts on this subject based on the ideXlab platform.
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Treatise on Winkler Modulus of Subgrade Reaction and Its Estimation for Improved Soil–Structure Interaction Analysis
Geotechnical and Geological Engineering, 2018Co-Authors: Prabir Kumar Basudhar, Susheel Kumar Yadav, Anirban BasudharAbstract:The paper pertains to the development of a new relationship expressing the Winkler modulus of subgrade reaction as a function of elastic parameters such as the modulus of elasticity and Poisson’s ratio of the foundation soil, and the relative rigidity of the foundation soil and the beam resting over the same. It ensures that the maximum values of beam deflection and bending moment computed by using both the theory of elastic continuum and lumped parameter modeling are either identical or very close to each other. In this respect the Developed Expression can be construed to be superior to those proposed by Biot and Vesic, which respectively predict correct values for only one of the quantities (either maximum bending moment or maximum deflection). In addition, the proposed model for subgrade modulus is applicable to multiple load conditions as well unlike the other two approaches as reported.
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treatise on winkler modulus of subgrade reaction and its estimation for improved soil structure interaction analysis
Geotechnical and Geological Engineering, 2018Co-Authors: Prabir Kumar Basudhar, Susheel Kumar Yadav, Anirban BasudharAbstract:The paper pertains to the development of a new relationship expressing the Winkler modulus of subgrade reaction as a function of elastic parameters such as the modulus of elasticity and Poisson’s ratio of the foundation soil, and the relative rigidity of the foundation soil and the beam resting over the same. It ensures that the maximum values of beam deflection and bending moment computed by using both the theory of elastic continuum and lumped parameter modeling are either identical or very close to each other. In this respect the Developed Expression can be construed to be superior to those proposed by Biot and Vesic, which respectively predict correct values for only one of the quantities (either maximum bending moment or maximum deflection). In addition, the proposed model for subgrade modulus is applicable to multiple load conditions as well unlike the other two approaches as reported.
Susheel Kumar Yadav - One of the best experts on this subject based on the ideXlab platform.
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Treatise on Winkler Modulus of Subgrade Reaction and Its Estimation for Improved Soil–Structure Interaction Analysis
Geotechnical and Geological Engineering, 2018Co-Authors: Prabir Kumar Basudhar, Susheel Kumar Yadav, Anirban BasudharAbstract:The paper pertains to the development of a new relationship expressing the Winkler modulus of subgrade reaction as a function of elastic parameters such as the modulus of elasticity and Poisson’s ratio of the foundation soil, and the relative rigidity of the foundation soil and the beam resting over the same. It ensures that the maximum values of beam deflection and bending moment computed by using both the theory of elastic continuum and lumped parameter modeling are either identical or very close to each other. In this respect the Developed Expression can be construed to be superior to those proposed by Biot and Vesic, which respectively predict correct values for only one of the quantities (either maximum bending moment or maximum deflection). In addition, the proposed model for subgrade modulus is applicable to multiple load conditions as well unlike the other two approaches as reported.
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treatise on winkler modulus of subgrade reaction and its estimation for improved soil structure interaction analysis
Geotechnical and Geological Engineering, 2018Co-Authors: Prabir Kumar Basudhar, Susheel Kumar Yadav, Anirban BasudharAbstract:The paper pertains to the development of a new relationship expressing the Winkler modulus of subgrade reaction as a function of elastic parameters such as the modulus of elasticity and Poisson’s ratio of the foundation soil, and the relative rigidity of the foundation soil and the beam resting over the same. It ensures that the maximum values of beam deflection and bending moment computed by using both the theory of elastic continuum and lumped parameter modeling are either identical or very close to each other. In this respect the Developed Expression can be construed to be superior to those proposed by Biot and Vesic, which respectively predict correct values for only one of the quantities (either maximum bending moment or maximum deflection). In addition, the proposed model for subgrade modulus is applicable to multiple load conditions as well unlike the other two approaches as reported.
Yiping Tang - One of the best experts on this subject based on the ideXlab platform.
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First‐order radial distribution functions based on the mean spherical approximation for square‐well, Lennard‐Jones, and Kihara fluids
Journal of Chemical Physics, 1994Co-Authors: Yiping Tang, Benjamin C.‐y. LuAbstract:Following the assumption of the mean spherical approximation, analytical Expressions of the first‐order radial distribution function are obtained for the square‐well, Lennard‐Jones, and Kihara potentials with a hard core through a complex‐plane analysis. The Developed Expression yields good agreement with the available computer simulation data for the radial distribution function of the Lennard‐Jones fluid.
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first order radial distribution functions based on the mean spherical approximation for square well lennard jones and kihara fluids
Journal of Chemical Physics, 1994Co-Authors: Yiping TangAbstract:Following the assumption of the mean spherical approximation, analytical Expressions of the first‐order radial distribution function are obtained for the square‐well, Lennard‐Jones, and Kihara potentials with a hard core through a complex‐plane analysis. The Developed Expression yields good agreement with the available computer simulation data for the radial distribution function of the Lennard‐Jones fluid.
Benjamin C.‐y. Lu - One of the best experts on this subject based on the ideXlab platform.
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First‐order radial distribution functions based on the mean spherical approximation for square‐well, Lennard‐Jones, and Kihara fluids
Journal of Chemical Physics, 1994Co-Authors: Yiping Tang, Benjamin C.‐y. LuAbstract:Following the assumption of the mean spherical approximation, analytical Expressions of the first‐order radial distribution function are obtained for the square‐well, Lennard‐Jones, and Kihara potentials with a hard core through a complex‐plane analysis. The Developed Expression yields good agreement with the available computer simulation data for the radial distribution function of the Lennard‐Jones fluid.