کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
307137 513340 2013 17 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Shrinkage and desaturation properties during desiccation of reconstituted cohesive soil
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Shrinkage and desaturation properties during desiccation of reconstituted cohesive soil
چکیده انگلیسی

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 of pv=−93.9 to −97.5 kPa, a consolidation pressure of σv=68.6–392 kPa, an initial water content of w0=0.59–0.92 wL, and an initial surface area of the specimen of As0=20–205 cm2, where wL is 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 the no-shrinkage phase of the soil subjected to the vacuum pressure, becomes a constant value. The relations emin≈1.15 es and ws≈87(emin/Gs) are obtained, where es is the void ratio corresponding to the shrinkage limit, ws, and Gs is the specific gravity of the soil particles. Using the vacuum evaporation method, the continuous relations for w−e, w−V/V0, and w−Sr are 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.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Soils and Foundations - Volume 53, Issue 1, February 2013, Pages 47–63
نویسندگان
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