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Titlebook: Geoenvironmental Practices and Sustainability; Linkages and Directi G.L. Sivakumar Babu,Krishna R. Reddy,Manoj Datta Book 2017 The Editor(s

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發(fā)表于 2025-3-25 07:47:58 | 只看該作者
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發(fā)表于 2025-3-25 12:06:48 | 只看該作者
https://doi.org/10.1007/978-3-642-94496-3ts, and wastes. These slurry materials are often contaminated and threaten environmental resources if improperly managed. Geotextile tubes present a means to manage these materials in an environmentally responsible and sustainable manner for industrialized and developing countries alike. Keeping sus
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發(fā)表于 2025-3-25 16:34:57 | 只看該作者
Mittel zur Behebung der Notlage,This paper focuses primarily on the use of cone penetration test (CPT) at municipal solid waste and hazardous waste sites. Lessons learned from case histories where CPT has been used, either alone or in combination with other investigation methods, provide useful information for future work in this
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發(fā)表于 2025-3-25 23:35:27 | 只看該作者
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發(fā)表于 2025-3-26 02:35:32 | 只看該作者
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發(fā)表于 2025-3-26 11:23:40 | 只看該作者
Gesamtsystem: Die Wasser der Gesellschaft,ts of a building. The purpose of the present study is to analyze the response of energy pile foundations subjected to heating and cooling cycle through numerical investigations. For this purpose, a highlight of finite element method is used to simulate energy pile group. The interaction between the
28#
發(fā)表于 2025-3-26 16:34:08 | 只看該作者
https://doi.org/10.1007/978-3-8349-4027-8tances are now becoming an inherent aspect of civil infrastructure systems, particularly because of the effect of climate change. Non-stationarity of loads and resistances affects the sustainability and resilience of geo-systems and, if not taken into account properly, may lead to unsustainable outc
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發(fā)表于 2025-3-26 18:23:11 | 只看該作者
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發(fā)表于 2025-3-26 21:27:05 | 只看該作者
https://doi.org/10.1007/978-3-658-07087-8(Clibborn, .). The research was an effort to understand the 1885 failure of the Khanki Weir and use this information to refine design guidance. This led to early improvements in the analysis and design of defensive measures to prevent piping failures of dams, as well as enabling the prediction of th
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