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Number of items: 10.

Journal Article

Chakraborty, Manash and Kumar, Jyant (2016) Reply to Discussion on ``Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis'' Comput. Geotech. 70 (2015) 138-149]. In: COMPUTERS AND GEOTECHNICS, 73 . pp. 235-237.

Chakraborty, Manash and Kumar, Jyant (2016) The size effect of a conical footing on N-gamma. In: COMPUTERS AND GEOTECHNICS, 76 . pp. 212-221.

Kumar, Jyant and Chakraborty, Manash (2015) Bearing Capacity Factors for Ring Foundations. In: JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 141 (10).

Chakraborty, Manash and Kumar, Jyant (2015) Bearing capacity factors for a conical footing using lower- and upper-bound finite elements limit analysis. In: CANADIAN GEOTECHNICAL JOURNAL, 52 (12). pp. 2134-2140.

Kumar, Jyant and Chakraborty, Manash (2015) Bearing capacity of a circular foundation on layered sand-clay media. In: SOILS AND FOUNDATIONS, 55 (5). pp. 1058-1068.

Chakraborty, Manash and Kumar, Jyant (2015) Bearing capacity of circular footings over rock mass by using axisymmetric quasi lower bound finite element limit analysis. In: COMPUTERS AND GEOTECHNICS, 70 . pp. 138-149.

Chakraborty, Manash and Kumar, Jyant (2015) Lower Bound Axisymmetric Limit Analysis Using Drucker-Prager Yield Cone and Simulation with Mohr-Coulomb Pyramid. In: INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 12 (5).

Chakraborty, Manash and Kumar, Jyant (2015) Lower-Bound Axisymmetric Formulation for Geomechanics Problems Using Nonlinear Optimization. In: INTERNATIONAL JOURNAL OF GEOMECHANICS, 15 (5).

Chakraborty, Manash and Kumar, Jyant (2014) Bearing capacity of circular foundations reinforced with geogrid sheets. In: SOILS AND FOUNDATIONS, 54 (4). pp. 820-832.

Kumar, Jyant and Chakraborty, Manash and Sahoo, Jagdish Prasad (2014) Stability of Unsupported Vertical Circular Excavations. In: JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 140 (7).

This list was generated on Thu Apr 25 06:02:23 2024 IST.