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Titlebook: Earthquake Geotechnics; Select Proceedings o T. G. Sitharam,Sreevalsa Kolathayar,Ravi Jakka Conference proceedings 2022 The Editor(s) (if a

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51#
發(fā)表于 2025-3-30 11:49:33 | 只看該作者
52#
發(fā)表于 2025-3-30 15:35:58 | 只看該作者
Use of Waste Tyre Fibres as a Reinforcing Material for Road Subgrades: A Comparative Laboratory Ana of this rising approach, the present study proposes the use of waste tyre products for the improvement of expansive subgrade soil as a fibre reinforcement technique. The influence of various tyre products California bearing ratio (CBR) in soaked and unsoaked conditions was investigated. The test re
53#
發(fā)表于 2025-3-30 18:53:48 | 只看該作者
54#
發(fā)表于 2025-3-30 22:35:01 | 只看該作者
55#
發(fā)表于 2025-3-31 04:42:51 | 只看該作者
,Control of Liquefaction Potential by Geosynthetic Reinforcements—A Study, with use of geocell, respectively. Effect of surcharge was also studied on reinforced sand to simulate actual field conditions. For surcharge of 5.94 kN/m. at 50% density, the average liquefaction resistance of saturated sand increased by 28 and 37% with 4, 5 layers of geogrid and by 43% for geocel
56#
發(fā)表于 2025-3-31 08:11:35 | 只看該作者
57#
發(fā)表于 2025-3-31 09:51:03 | 只看該作者
58#
發(fā)表于 2025-3-31 15:33:05 | 只看該作者
Seismic Pullout Capacity of Strip Plate Anchors Embedded in Sandy Slopes,varying from 1 to 7, (iii) angle of internal friction of soil ranging from 20o to 40o, and (iv) horizontal seismic acceleration coefficient (.) ranging from 0 to 0.3. With pullout load normal to the anchor plate, the solutions have been obtained for three different orientations of the anchor plate,
59#
發(fā)表于 2025-3-31 19:02:41 | 只看該作者
60#
發(fā)表于 2025-4-1 00:48:40 | 只看該作者
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