Penetration Resistance Value along Compaction Curves

Penetration Resistance Value along Compaction Curves
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沿压实曲线的渗透阻力值

DOI:
10.1061/(asce)0733-9410(1995)121:4(387
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发表时间:
1995
期刊:
Journal of Geotechnical Engineering
影响因子:
--
通讯作者:
R. Day
R. Day
中科院分区:
--
文献类型:
--
作者:
R. Day

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of wetting and drying. Similar tests were performed on a mixture of 80% quartz sand and 20% montmorillonite compacted at moisture contents of 10%, 30%, or 50%. Figs. 5-7 present the vertical swell or shrinkage of the samples when subjected to cycles of wetting and drying. Fig. 8 shows the void ratio at the end of each wet cycle. These results show that the ultimate (10th wet cycle) void ratio is essentially the same for all three samples. It can be concluded that for compacted clay subjected to cycles of wetting and drying, the ultimate void ratio is independent of the initial compacted conditions.