Swelling Behaviour of Compacted Soils in the Earth Dams
Publish place: 7th International Congress on Civil Engineering
Publish Year: 1385
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
ICCE07_556
تاریخ نمایه سازی: 29 دی 1384
Abstract:
Compacted earth fill structures and embankments are subjected to swelling when exposed to water. The extent of the swelling depends on the composition of the soil and occurs only if the swelling pressure is greater than the effective stress in the soil body. It is necessary to predict the magnitude of swelling pressure and the percentage of swelling. In other words, swelling potential should be predicted for the structures such
as earth fill structures, which are exposed to water. In this study, in order to make an appropriate prediction of the swelling potential, more than a hundred swelling tests were carried out in the laboratory on four different soils of various degrees of compaction. Previous works have shown that many factors contribute to the swelling potential. For this reason, the description of test soils, soil preparations, the preparation of swelling test specimens and test procedures are presented extensively. In this paper, the swelling potential was determined as the percentage of swelling under 7, 20, 40 kN/m2 (7,20,40 kPa) surcharge pressure, and it was given a simple graphical method to estimate the total swelling of the earth fill structures on exposure to water.
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Authors
Mehmet Bilgin
Anadolu University, Faculty of Engineering and Architecture, Department of Civil Engineering, Iki Eylul Campus ۲۶۵۵۵ Eskişehir/Turkey
Recep Bakış
Anadolu University, Faculty of Engineering and Architecture, Department of Civil Engineering, Iki Eylul Campus ۲۶۵۵۵ Eskişehir/Turkey
Hakan Koyuncu
Anadolu University, Faculty of Engineering and Architecture, Department of Civil Engineering, Iki Eylul Campus ۲۶۵۵۵ Eskişehir/Turkey
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