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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
41#
發(fā)表于 2025-3-28 15:54:47 | 只看該作者
Bridge Foundations in Strata with Potential of Liquefaction assess the liquefaction potential of soils due to the difficulties in obtaining and laboratory testing of undisturbed samples. The standard penetration test (SPT) and the cone penetration test (CPT) are the two most frequently used field investigations for determining the characteristics of soils.
42#
發(fā)表于 2025-3-28 22:39:17 | 只看該作者
43#
發(fā)表于 2025-3-29 01:52:34 | 只看該作者
Geotechnical Design Parameters for a Metro Tunnel from Pressuremeter Tests outlines the analysis of pressuremeter data to interpret parameters such as undrained shear strength, pre-consolidation pressure, over-consolidation ratio, and in situ horizontal stress. The test was used effectively in conjunction with borehole data to assess the geotechnical parameters for the de
44#
發(fā)表于 2025-3-29 04:53:43 | 只看該作者
45#
發(fā)表于 2025-3-29 10:42:38 | 只看該作者
Use of Ground-Penetrating Radar (GPR) as an Effective Tool in Assessing Pavements—A Review boom in economic activities leading to greater tonnage being carried by the road. Further, this is assisted with the increase in road network by constructing new highways and increasing the traffic capacity of the existing highways/roads. The quality of roads and the thickness of each layer need to
46#
發(fā)表于 2025-3-29 14:17:55 | 只看該作者
Analytical Modeling of Indian-Made Biodegradable Jute Drains for Soft Soil Stabilization: Progress alidation time of the soil by providing alternative pathways to relieve the pore water pressure in the soil quickly thus reducing construction time. Jute drains have been introduced as an environmentally friendly alternative to synthetic drains in recent times. However, owing to higher absorption cap
47#
發(fā)表于 2025-3-29 16:11:50 | 只看該作者
Characterization of Cement Stabilised Flyash for Use as Structural Layer in Rural Road Pavementsuctural layers (i.e. subbase and base) are very limited. In the present study, an attempt has been made to use flyash and stone dust mixture (70:30 ratio) and stabilized with cement as a structural layer material for use in rural road pavements. To address the brittleness of the stabilized material,
48#
發(fā)表于 2025-3-29 20:01:21 | 只看該作者
49#
發(fā)表于 2025-3-30 02:32:55 | 只看該作者
Experimental Study on Geocell and of Fibre Reinforced Soil Sub-grade Under Static and Repetitive Load longevity of roads. To improve the quality of pavement structure, soil sub-grade properties play a vital role. As known fact that soil sub-grade handles the vehicular wheel load transmitted from the pavement structure. A few soils when used in pavement construction do not provide desirable propert
50#
發(fā)表于 2025-3-30 04:49:18 | 只看該作者
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