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Titlebook: Developments in Sustainable Geomaterials and Environmental Geotechnics; Proceedings of the 6 Kai Yao,Mei Zhenyu,Julius Komba Conference pro

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樓主: 母牛膽小鬼
21#
發(fā)表于 2025-3-25 03:55:44 | 只看該作者
George P. Vogler,David W. Fulker of the blended mixture using the Elasto-Visco-Plastic model considers Swelling (EVPS) model. The experimental results along with major observation from the study are presented and discussed the effect of fly ash on the overall responses of BC-FA mixture in this paper.
22#
發(fā)表于 2025-3-25 09:35:15 | 只看該作者
Experimental Investigation of Long-Term Behaviour of Fly Ash Blended Indian Black Cotton Soil, of the blended mixture using the Elasto-Visco-Plastic model considers Swelling (EVPS) model. The experimental results along with major observation from the study are presented and discussed the effect of fly ash on the overall responses of BC-FA mixture in this paper.
23#
發(fā)表于 2025-3-25 12:22:16 | 只看該作者
Conference proceedings 2021 research findings and critically review the existing literature related to assessment of sustainable geomaterials and environmental geotechnics. Special emphasise is given to the material characterization on industry by product or newly developed sustainable materials in geotechnical engineering or
24#
發(fā)表于 2025-3-25 18:22:16 | 只看該作者
Developments in Sustainable Geomaterials and Environmental Geotechnics978-3-030-79647-1Series ISSN 2366-3405 Series E-ISSN 2366-3413
25#
發(fā)表于 2025-3-25 22:22:28 | 只看該作者
Kai Yao,Mei Zhenyu,Julius KombaPresents the advancements in the field of sustainable materials in pavement engineering and related geotechnical engineering issues.Sheds light on recent developments and advancements in characterizat
26#
發(fā)表于 2025-3-26 02:24:12 | 只看該作者
Sustainable Civil Infrastructureshttp://image.papertrans.cn/d/image/270291.jpg
27#
發(fā)表于 2025-3-26 06:09:25 | 只看該作者
28#
發(fā)表于 2025-3-26 09:06:42 | 只看該作者
29#
發(fā)表于 2025-3-26 12:48:54 | 只看該作者
30#
發(fā)表于 2025-3-26 16:50:07 | 只看該作者
Robert J. Gatchel,Angela Liegey Dougallontinuities is an important basic work for rock mass stability analysis and evaluation. The three-dimensional laser scanning (3D-LS) technology has revolutionized the investigation manner of rock discontinuities, and has been used more and more widely in geological engineering investigation, especia
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