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NEW FINITE DEFORMATION MODEL FOR REINFORCED GRANULAR FILL OVER SUPER-SOFT RECLAIMED GROUND: I UNIFORMLY LOADED STRIP

机译：在超软再生地面上加强颗粒填充的新有限变形模型：我均匀加载钢带

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Ramu K.; Madhav M. R.; Poorooshasb H. B.; JNT University College of Engineering Kakinada Department of Civil Engineering; IALT member JNT University College of Engineering Kukatpally Department of Civil Engineering; IALT member Concordia University;
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2. Bearing Capacity of Strip Footing on Reinforced Foundation Bed over Soft Ground with Granular Trench [J] . S. V. Abhishek, K. Rajyalakshmi, M. R. Madhav Indian Geotechnical Journal . 2015,第3期

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3. Analysis of strip footings resting on reinforced granular trench by the finite element method [J] . M. Y. Fattah, W. Al-Baghdadi, M. Omar, International journal of geotechnical engineering . 2010,第4期

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4. Effect on Bearing Capacity Ratio of Strip Footing for Various Granular Fill Thickness and Number of Geogrid Layers in Granular Fill Overlay on Soft Soil [C] . Rajesh Kumar Tripathi, Laxmikant Yadu Geo-Congress . 2014

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5. A Continuum Lagrangian Finite Deformation Computational Framework for Modeling Granular Flows [D] . Favero Neto, Alomir Helio. 2020

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6. Constitutive Modeling of Anisotropic Finite-Deformation Hyperelastic Behaviors of Soft Materials Reinforced by Tortuous Fibers [O] . Philip H Kao, Steven R. Lammers, Kendall Hunter, -1

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8. Finite Deformations of a Cylindrical Membrane Loaded by a Uniform Internal Pressure and an Axial Load [R] . Alexander, H. 1968

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NEW FINITE DEFORMATION MODEL FOR REINFORCED GRANULAR FILL OVER SUPER-SOFT RECLAIMED GROUND: I UNIFORMLY LOADED STRIP

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