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Titlebook: Geotechnics for Transportation Infrastructure; Recent Developments, Ravi Sundaram,Jagdish Telangrao Shahu,Vasant Havan Conference proceedin

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樓主: 他剪短
51#
發(fā)表于 2025-3-30 11:30:47 | 只看該作者
52#
發(fā)表于 2025-3-30 15:19:43 | 只看該作者
53#
發(fā)表于 2025-3-30 17:37:59 | 只看該作者
Interface Behavior of Geogrid-Reinforced Sub-ballast: Laboratory and Discrete Element Modelingf large-scale direct shear tests are performed on sub-ballast (capping layer) with and without geogrid inclusions. The laboratory test data indicate that the interface shear strength is mainly decided by applied normal stresses and types of geosynthetics tested. Discrete element modeling approach is
54#
發(fā)表于 2025-3-30 23:33:02 | 只看該作者
Jarofix Waste Material in Embankment Constructionhuge amount of waste materials as by-products. Utilization of such waste materials leads to sustainable road construction. Jarofix is one of the waste materials generated during the extraction of zinc from its ore. At present, the accumulated jarofix is about 35 lakh tons, while the annual productio
55#
發(fā)表于 2025-3-31 01:42:37 | 只看該作者
Model Study on RE Wall Using Municipal Solid Waste as Backfill Materialirana site. Such a huge mound of garbage has become a complex problem due to its environmental impact. Over conventional RCC rigid retaining wall, reinforced earth wall is preferred because of ease of construction, reduced cost, and better performance. If a naturally occurring deposit of acceptable
56#
發(fā)表于 2025-3-31 05:10:36 | 只看該作者
Ravi Sundaram,Jagdish Telangrao Shahu,Vasant HavanCovers the new trends and practises in geotechnical engineering for transportation.Includes Key Note Address by renowned experts, Invited papers by senior professionals and research papers.Covers a di
57#
發(fā)表于 2025-3-31 10:35:06 | 只看該作者
58#
發(fā)表于 2025-3-31 13:33:46 | 只看該作者
Jiri Skorkovsky,Frantisek Kotesovecr infrastructure project in India. The bridge is being constructed across the river Chenab. The bridge consists of a main span of 467?m arch bridge on the steep slopes on the banks of the river Chenab. The bridge is about 359?m above the high flood level of the Chenab River. The bridge is located in
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