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樓主: 傳家寶
51#
發(fā)表于 2025-3-30 11:33:47 | 只看該作者
52#
發(fā)表于 2025-3-30 14:12:43 | 只看該作者
Bearing Capacity Analysis of Bagasse Ash Reinforced with Polypropylene Fiber,o subsoil depends on it. The soil stabilization or soil reinforcement or their combination is done for improving the properties of soft soil to counter the said problem. Keeping in view the economy and feasibility, the applicable method is chosen out of different available methods or techniques. Amo
53#
發(fā)表于 2025-3-30 17:57:02 | 只看該作者
54#
發(fā)表于 2025-3-30 22:27:15 | 只看該作者
55#
發(fā)表于 2025-3-31 04:38:30 | 只看該作者
56#
發(fā)表于 2025-3-31 07:00:39 | 只看該作者
Effect of Reinforcement Form on Bearing Capacity of Sand,of laboratory model tests were conducted using a 150?mm diameter (D) circular footing in a steel tank of 900?mm? × 900?mm × 800?mm size. For the model tests, the relative density (R.) of sand was maintained as 70%. The model tests were carried out using the following optimum geometrical parameters—o
57#
發(fā)表于 2025-3-31 11:44:09 | 只看該作者
Deformation of Stone Column Subjected to Earthquake Loading by Numerical Analysis,eristics of soft soil deposits. Besides, stone columns are capable of dissipating excess pore water pressure when subjected to earthquake loading, by acting as a drainage component. The mechanism of stone column under static loading conditions is well known, but the study on the behaviour of stone c
58#
發(fā)表于 2025-3-31 13:40:20 | 只看該作者
59#
發(fā)表于 2025-3-31 18:55:10 | 只看該作者
60#
發(fā)表于 2025-4-1 00:41:06 | 只看該作者
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