Zobrazeno 1 - 10
of 78
pro vyhledávání: '"P. K. Basudhar"'
Publikováno v:
Physical Modelling in Geotechnics ISBN: 9780203743362
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff2443cb87cb8d50b70e27f7ef5789f7
https://doi.org/10.1201/9780203743362-111
https://doi.org/10.1201/9780203743362-111
Autor:
Arindam Dey, P. K. Basudhar
Publikováno v:
Indian Geotechnical Journal. 52:448-462
This paper pertains to the development of a revised regression modeling approach to assess the bearing capacity of surface footings resting on reinforced sandy bed. Analyses of extensive dataset comprising results of 41 tests are analyzed with the ai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e89084cc1924fb4d205fca51103456a2
https://doi.org/10.1007/s40098-021-00572-1
https://doi.org/10.1007/s40098-021-00572-1
Autor:
P. K. Basudhar, Gautam Bhattacharya
Publikováno v:
Geotechnical and Geological Engineering. 40:1165-1186
The paper pertains to the development of a numerical approach of auto-searching the critical slip surface of general shape and the associated factor of safety using limit equilibrium method but adopting a nonlinear strength envelope of soil in the an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95507d0c1ae851a43d9f830885722f65
https://doi.org/10.1007/s10706-021-01950-5
https://doi.org/10.1007/s10706-021-01950-5
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789813363458
Particularly, for granular soils, several correlations are available in the literature for predicting the coefficient of permeability of soils as a function of particle size, properties of pore fluid, void ratio, shape of particles, etc. In this pape
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::09fcce01badea9a73d922bd9bcf4e192
https://doi.org/10.1007/978-981-33-6346-5_5
https://doi.org/10.1007/978-981-33-6346-5_5
Autor:
Priti Maheshwari, P. K. Basudhar
Publikováno v:
Arabian Journal of Geosciences. 13
Visco-elastic response of combined footings lying on earth beds with geocell-geomembrane inclusions has been studied using a simple lumped parameter model. The earth bed has been simulated with the help of series of Burgers model, i.e., Maxwell and K
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca06178ddc4021d902db064ce2325bf8
https://doi.org/10.1007/s12517-020-06127-7
https://doi.org/10.1007/s12517-020-06127-7
Publikováno v:
Geotechnical and Geological Engineering. 36:3893-3902
The paper presents flexural analysis of laterally loaded piles considering nonlinear p–y curves and the modulus of elasticity of soil estimated from pressuremeter test data treating the pile as a beam on elastic foundation with the load coming at t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::43367b641d79a1e10a8a9dca0e3fd89c
https://doi.org/10.1007/s10706-018-0580-1
https://doi.org/10.1007/s10706-018-0580-1
Autor:
P. K. Basudhar, S. Kumar
Publikováno v:
Géotechnique Letters. 8:149-154
This paper pertains to the prediction of stability of slopes by establishing empirical relations for stability coefficients adopting machine-learning process analysing available data (computed by well-known and established limit equilibrium methods)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::604fbaea94a064c7b934852b11325d55
https://doi.org/10.1680/jgele.18.00022
https://doi.org/10.1680/jgele.18.00022
Publikováno v:
Geotechnical and Geological Engineering. 36:3665-3681
This paper pertains to the development of a lumped parameter model for predicting the flexural response of a circular footing resting on an engineered reinforced soil bed. The bed is constructed by placing a smooth circular geo-mat over the natural l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e153a5c1e284a5e1f15c2ea1743443b
https://doi.org/10.1007/s10706-018-0564-1
https://doi.org/10.1007/s10706-018-0564-1
Publikováno v:
Geotechnical and Geological Engineering. 36:3091-3109
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 rigid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67404df73d43cfda572125d1c6cf1079
https://doi.org/10.1007/s10706-018-0523-x
https://doi.org/10.1007/s10706-018-0523-x
Publikováno v:
International Journal of Geomechanics. 17
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::78c90723709495d82b74bf76c9e2ce4d
https://doi.org/10.1061/(asce)gm.1943-5622.0000932
https://doi.org/10.1061/(asce)gm.1943-5622.0000932