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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
51#
發(fā)表于 2025-3-30 09:36:04 | 只看該作者
Development on the Technology for Offshore Waste Final Disposal in S. Korea, securement of related element technology for environmental-friendly offshore waste disposal facility was discussed. At the same time, new marine industry and related jobs through the development of business model were created.
52#
發(fā)表于 2025-3-30 14:26:12 | 只看該作者
53#
發(fā)表于 2025-3-30 16:46:08 | 只看該作者
54#
發(fā)表于 2025-3-30 23:28:41 | 只看該作者
55#
發(fā)表于 2025-3-31 03:46:01 | 只看該作者
Effect of Zinc Contamination on Engineering Properties of Clayey Soils, contaminated soil samples. Plasticity index and maximum dry density of soil is found to be decreasing on zinc concentration and curing period increment. Unconfined compressive strength, California bearing ratio and cohesion value increases with increasing zinc concentration and curing period. The e
56#
發(fā)表于 2025-3-31 07:12:19 | 只看該作者
Minimization of Bio-sludge from Tannery Effluent Using Anoxic Modified Conventional Activated Sludged in parallel experiments under identical conditions. The maintenance of effective ORP (?160?±?11?mV) and portion of RAS (35–42%) to the AnM-CAS system seems crucial to achieve the?given sludge reduction. Furthermore, the trends observed also witnessed a prominent reduction of complex influent poll
57#
發(fā)表于 2025-3-31 09:44:11 | 只看該作者
58#
發(fā)表于 2025-3-31 15:19:54 | 只看該作者
Utilization of Municipal Solid Waste Ash for Stabilization of Cohesive Soil,such as pycnometer, compaction, and unconfined compressive strength test were performed to measure the engineering characteristics of the stabilized material and influence of MSW ash on various parameters and unconfined compressive strength of cohesive soil evaluated. The MSW ash was added in percen
59#
發(fā)表于 2025-3-31 20:54:47 | 只看該作者
60#
發(fā)表于 2025-4-1 00:45:03 | 只看該作者
A New Mixing Technique for Randomly Distributed Fibre-Reinforced Expansive Soil,. In the present study, a surface modification method with cement has been proposed, where the waste tyre fibres (WTFs) were coated with cement to improve the bonding between fibres and clay minerals. The effect of this modification on the strength property of reinforced soil has been examined with
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