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51#
發(fā)表于 2025-3-30 11:24:08 | 只看該作者
52#
發(fā)表于 2025-3-30 13:54:12 | 只看該作者
Pathologie als Naturwissenschafttic limit, compaction characteristics, CBR and shear strength parameters when it is mixed with different percentages of Quarry dust (0, 5 and 10%) and Ferric chloride by dry weight of soil. Quarry dust has been chosen, as it is problematic to the environment and public due to its improper disposal.
53#
發(fā)表于 2025-3-30 19:49:01 | 只看該作者
54#
發(fā)表于 2025-3-30 21:26:36 | 只看該作者
55#
發(fā)表于 2025-3-31 03:23:40 | 只看該作者
Praktisch-technische Vorbemerkungen,strial waste. It is abundantly available and therefore needs to be effectively disposed. The paper presents experimental results obtained from tests conducted on RHA-clay blends. Liquid limit, plasticity index, free swell index (FSI), compaction characteristics, strength parameters, and CBR were det
56#
發(fā)表于 2025-3-31 08:59:15 | 只看該作者
Pathologie der Laboratoriumstiere burnt brickbats) are being used as an alternative to stones. It is intended in the present study to compare the load carrying capacity of stone columns with that of jhama columns through laboratory tests and to conclude whether the jhama columns can be an alternative to stone columns. Model tests w
57#
發(fā)表于 2025-3-31 12:16:07 | 只看該作者
58#
發(fā)表于 2025-3-31 14:08:27 | 只看該作者
59#
發(fā)表于 2025-3-31 18:33:08 | 只看該作者
Behaviourial Study on Geopolymer Column in Soil, untreated sand in the load carrying capacity and settlement behavior of footing resting on loose sand. The effects of Geopolymer soil column and untreated sand are investigated by conducting experimental studies. The parameters involved in this study include soil column spacings and curing periods.
60#
發(fā)表于 2025-4-1 00:55:22 | 只看該作者
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