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Titlebook: Environmental Geotechnology; Proceedings of EGRWS Arvind Kumar Agnihotri,Krishna R. Reddy,Ajay Bansa Conference proceedings 2019 Springer N

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樓主: Cyclone
11#
發(fā)表于 2025-3-23 23:34:52 | 只看該作者
Influence of Stone Columns on the Consolidation Characteristics of a Clayey Soil, extensively located area of India and many parts of the world. Soft clay extends in large stretches and construction of pavement and other structure on this part of soils is a great problem. To set right these problems, the stone column is used to treat these soils. This study is to examine the inf
12#
發(fā)表于 2025-3-24 05:57:38 | 只看該作者
13#
發(fā)表于 2025-3-24 06:59:20 | 只看該作者
Influence of Strip Footing Resting on Geogrid Reinforced Induction Furnace Slag Beneath Silty Clay,e slag with silty clay layer below. The parameters investigated to the study are H/B (Top granular layer thickness), u/B (location of the first layer of reinforcement to level of footing), h/B (vertical spacing between consecutive geogrid layers to width of footing) b/B (width of the geogrid layer t
14#
發(fā)表于 2025-3-24 11:48:44 | 只看該作者
Prediction of Shear Strength Parameter from the Particle Size Distribution and Relative Density of f soil. Angle of friction and cohesion are two shear strength parameter according to the Mohr–Coulomb theory. In case of granular soil mainly frictional and interlocking resistance mobilize between particles contributes for load carrying capacity of soil. This resistance mainly depends upon the part
15#
發(fā)表于 2025-3-24 16:08:33 | 只看該作者
Design of Flexible Pavement on Black Cotton Soil Stabilized with RBI Grade 81,il with low CBR value (<3%) or expansive clayey type of soil such as black cotton soil is encountered on field, in such a case soil has to be completely replaced or its geotechnical properties are to be improved by means of stabilization. Chemical stabilization of soil by use of fly ash, lime, bitum
16#
發(fā)表于 2025-3-24 19:09:53 | 只看該作者
Influence of Length to Diameter Ratio on Strength Parameters of Offshore Monopiles,to diameter ratio under particular loading conditions for piles embedded in sand. The results are presented in non-dimensional form so that the solutions can be used for any length and diameter of monopoles. For different diameter of the piles, keeping the length of piles remain the same, the analys
17#
發(fā)表于 2025-3-25 02:29:03 | 只看該作者
18#
發(fā)表于 2025-3-25 05:24:07 | 只看該作者
19#
發(fā)表于 2025-3-25 10:08:44 | 只看該作者
Conference proceedings 2019ume will be of interest to professionals and researchers working in diverse fields ranging from geotechnical engineering, environmental engineering, hydrogeology, earth science, geochemistry, water engineering, and ecology, among others.
20#
發(fā)表于 2025-3-25 11:58:21 | 只看該作者
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