Titlebook: Best Practices in Geotechnical and Pavement Engineering; Select Proceedings o Sreevalsa Kolathayar,N. Vinod Chandra Menon,K. S. Conference

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1.2.17 Chlorine-centered radicals,ications in engineering practice for developing a multidisciplinary talent in engineers. This is then followed by a discussion on trends such as development and incorporation of new technology, climate change and requirements of complex but sustainable projects in difficult conditions which are like

CLEAR

1.2.13 Aluminum-centered radicals,e and cost-effective additive that may be effective in stabilizing soil due to high amounts of magnesium oxide. Silt samples collected from two different lake beds were used in this study. Test results indicate that the hydraulic conductivity values for both the forsterite-treated silt samples satis

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1.2.15 Phosphorus-centered radicals,alysis, respectively. From the measured values, relationships were established between MMC and FSI in reference to their plasticity (i.e. CH and CL). It was observed that the swelling increases linearly with MMC in both CH and CL cases, irrespective of the location. However, more scatter can be obse

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1.2.10 Fluorine-centered radicals,bearing capacity has been found to increase by 151, 234, and 376% when change in diameter. The similar trends were noted in the case of L/D column, bearing capacity increased by 226, 230, and 234%; for shear strength 7 kPa is decreased by 57.41% and undrained shear strength of 30 kPa increased by 23

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1.2.10 Fluorine-centered radicals,parameters of a lateritic soil. The tests were repeated for five times to assess the uncertainty. The soil tests carried out in laboratory were compared with tests performed in NABL-accredited laboratory. The uncertainty for liquid limit, plastic limit, optimum moisture content, maximum dry density,

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1.2.17 Chlorine-centered radicals,etween slope geometries of undisturbed and remoulded soil has also been studied. The parametric study of undisturbed soil slopes signifies about 40% loss of stability with respect to 100% increase in slope angle at low moisture content. As the slope becomes more and steeper, the factor of safety dec

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