Shrinkage and desaturation properties during desiccation of reconstituted cohesive soil
Shrinkage and desaturation properties during desiccation of reconstituted cohesive soil
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DOI:
10.1016/j.sandf.2012.12.003
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发表时间:
2013-02
影响因子:
3.7
通讯作者:
T. Umezaki;T. Kawamura
中科院分区:
文献类型:
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作者:
T. Umezaki;T. Kawamura
A vacuum evaporation method, proposed by the authors to reduce the water content more quickly than by air drying, was applied to six saturated reconstituted cohesive soil samples to investigate shrinkage and desaturation properties during desiccation. The test conditions were a vacuum pressure ofpv=−93.9 to −97.5 kPa, a consolidation pressure ofσv=68.6–392 kPa, an initial water content ofw0=0.59–0.92wL, and an initial surface area of the specimen ofAs0=20–205 cm2, wherewLis the liquid limit. The results obtained for these restricted conditions are as follows. The vacuum evaporation of pore water from the soil occurs at a vacuum pressure higher than about −93 kPa (|pv|>93 kPa), but the evaporation process is very slow. The minimum void ratio,emin, at theno-shrinkage phase of the soil subjected to the vacuum pressure, becomes a constant value. The relationsemin≈1.15esandws≈87(emin/Gs) are obtained, whereesis the void ratio corresponding to the shrinkage limit,ws, andGsis the specific gravity of the soil particles. Using the vacuum evaporation method, the continuous relations forw−e,w−V/V0, andw−Srare more easily and more rapidly obtainable than with the conventional method by air drying. These three relations were formulated using two parameters, namely, an experimental parameter that is simply obtained using vacuum evaporation tests and a parameter that can be assumed and determined easily. The three formulated relations show a good agreement with the experimentally obtained results. Furthermore, if the basic physical parameter,ws, has already been obtained, then the three relations can be estimated roughly without the performance of any tests.