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

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樓主: 烈酒
21#
發(fā)表于 2025-3-25 05:44:19 | 只看該作者
22#
發(fā)表于 2025-3-25 11:34:15 | 只看該作者
23#
發(fā)表于 2025-3-25 15:11:23 | 只看該作者
24#
發(fā)表于 2025-3-25 19:16:44 | 只看該作者
Exploring the Correlation Between Compressive Strength and Hydraulic Conductivity in Soft Soil with il increases erosion resistance and decreases water permeability. This may be a cost-effective way to improve clay soil’s mechanical and hydraulic qualities for building. This information may be used to plan and build clay soil embankments, dams, and retaining walls. We now have another instrument t
25#
發(fā)表于 2025-3-25 23:13:01 | 只看該作者
Laboratory Investigation of Soil Stabilization Using Terrazyme and Cementt gave maximum strength for terrazyme 5x chemical, 5% along with cement gave maximum strength for terrazyme 11x chemical, and hence bio-enzymes chemical like terrazyme can be used for soil stabilization in problematic soil.
26#
發(fā)表于 2025-3-26 02:53:35 | 只看該作者
A Framework for Geotechnical Engineering Practice and Educationications 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
27#
發(fā)表于 2025-3-26 05:12:22 | 只看該作者
Forsterite-Treated Silt as a Liner Materiale 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
28#
發(fā)表于 2025-3-26 08:46:07 | 只看該作者
29#
發(fā)表于 2025-3-26 16:41:16 | 只看該作者
30#
發(fā)表于 2025-3-26 18:07:09 | 只看該作者
Uncertainty of Measurement of Geotechnical Parameters of a Lateritic Soilparameters 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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