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樓主: Corrugate
41#
發(fā)表于 2025-3-28 15:08:27 | 只看該作者
,Plasticity Characteristics of China Clay-Bentonite–Sand Mix Proportions,structures. The engineering behaviour of coarse-grained soils is a physical phenomenon whereas for the fine-grained soil it is a physico-chemical phenomenon. The behaviour of fine-grained soil becomes more complex one due to the contradictory behaviour of principal clay minerals present i.e., Kaolin
42#
發(fā)表于 2025-3-28 19:39:00 | 只看該作者
43#
發(fā)表于 2025-3-29 02:58:49 | 只看該作者
Relationship Between Various Consolidation Parameters of Compressible Soils,rtical Drains (PVDs) which is one of the most common techniques used over the past few years. Parameters that influence consolidation or rate of settlement at the site are coefficient of consolidation for horizontal/radial flow, smear effects such diameter of and permeability of remolded or disturbe
44#
發(fā)表于 2025-3-29 03:57:29 | 只看該作者
Implementation of Wavelet Algorithm and Maximum Change-Point Method for the Detection of Ballast Sus study, a GPR is used to detect the ballast condition of the railway track. The ballast bed plays an important role in rail track keeping the gauge between sleepers and thereby position of the rails. As the train moves over the track, ballast helps to hold the track in place. Ballast fouling is for
45#
發(fā)表于 2025-3-29 09:11:29 | 只看該作者
46#
發(fā)表于 2025-3-29 13:43:00 | 只看該作者
47#
發(fā)表于 2025-3-29 17:12:53 | 只看該作者
48#
發(fā)表于 2025-3-29 22:15:42 | 只看該作者
49#
發(fā)表于 2025-3-30 03:02:34 | 只看該作者
50#
發(fā)表于 2025-3-30 04:28:56 | 只看該作者
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