Study on Frost Heave Evaluation System of Large Canal Foundation Soil in Cold Area
نویسندگان
چکیده
Frost heave of canal foundation soil is the main factor destroying system engineering in cold area. Restricted by technical and economic conditions, further evaluation frost heaving index large channel areas where needed. Based on field investigation relevant methods, several indexes such as water content, compaction coefficient, fine grain cumulative negative surface gas temperature, direction slope are selected. Combined with observation results prototype test for many years, degree was comprehensively evaluated. The purpose this paper to standardize method characteristics region, which has important guiding significance prevention control road damage region.
منابع مشابه
Frost heave
The deformation of the ground surface that is produced by frost heave has motivated almost a century of concerted laboratory, field and theoretical studies. Well before the development of equipment capable of resolving the microscopic films that support liquid transport towards growing ice lenses, early investigators predicted their occurrence and noted their importance. Idealized experiments c...
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We develop a mathematical model of frost heave in colloidal soils. The theory accounts for heave and consolidation, while not requiring a frozen fringe assumption. Two solidification regimes occur: a compaction regime in which the soil consolidates to accommodate the ice lenses, and a heave regime during which liquid is sucked into the consolidated soil from an external reservoir, and the added...
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15 صفحه اولSimulated and In Situ Frost Heave in Seasonally Frozen Soil from a Cold Temperate Broad-Leaved Korean Pine Forest Short Title: Frost Heave in Seasonally Frozen Soil from a Temperate Forest
Frost heave, which is the volumetric expansion of frozen soil, has great ecological significance, since it creates water storage spaces in soils at the beginning of the growing season in cold temperate forests. To understand the characteristics of frost heave in seasonally frozen soil and the factors that impact its extent, we investigated the frost heave rates of forest soil from different dep...
متن کاملA mathematical model of differential frost heave
The O’Neill-Miller model of frost heave, which takes account of a partially frozen fringe between the frozen and unfrozen soil, is used to study the mechanism of differential frost heave, which is a possible cause of earth hummocks and stone circles. In order to facilitate this study, the model must firstly be generalised to three dimensions, which requires a modification, due to Gilpin, of Mil...
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ژورنال
عنوان ژورنال: E3S web of conferences
سال: 2021
ISSN: ['2555-0403', '2267-1242']
DOI: https://doi.org/10.1051/e3sconf/202123303014