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21#
發(fā)表于 2025-3-26 00:18:02 | 只看該作者
,Application of Prefabricated Vertical Drains (PVDs) for Improvement of Soft Clays—A Case Study,and the execution steps undertaken for the application of Prefabricated Vertical Drains (PVDs) with surcharge as a ground improvement technique. The case study is based on the warehousing project in Navi Mumbai, India. The paper represents how the time for consolidation can be reduced using the PVDs
22#
發(fā)表于 2025-3-26 04:24:20 | 只看該作者
23#
發(fā)表于 2025-3-26 09:34:44 | 只看該作者
24#
發(fā)表于 2025-3-26 14:17:35 | 只看該作者
25#
發(fā)表于 2025-3-26 18:49:01 | 只看該作者
A Study of Load Distribution Between Soil and Stone Columns,ding to modification of such grounds using different ground improvement techniques. Stone or granular columns is one such technique, where vertical columns are installed in the ground replacing certain portion of unsuitable soil with well compacted aggregate and sand mixture. The stiffness of the cl
26#
發(fā)表于 2025-3-27 01:02:05 | 只看該作者
27#
發(fā)表于 2025-3-27 02:42:52 | 只看該作者
Static and Dynamic Study on the Performance of Modified Stone Column in Ahmedabad Soil,med static and dynamic analyses for the performance of stone column. The behavior of stone column can change significantly after the event of an earthquake. Very little work has been done in this area. So, it is essential to employ the study the performance of the existing stone column after the eve
28#
發(fā)表于 2025-3-27 07:31:24 | 只看該作者
29#
發(fā)表于 2025-3-27 11:20:25 | 只看該作者
Behavior of Jute Fiber-Reinforced Sand Using Direct Shear Test for Ground Engineering Application,er (0, 0.25, 0.5, 1, and 1.50%, by weight of soil), length of fiber (10, 20, and 40?mm), relative density of sands (30, 50, and 80%), variation of water content (0, 20, 60, and 100%), and normal stresses (50, 100, and 150?kPa). It has been observed that the peak shear stress of randomly mix of jute
30#
發(fā)表于 2025-3-27 14:42:17 | 只看該作者
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