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International Journal of Engineering، جلد ۳۰، شماره ۷، صفحات ۹۷۲-۹۸۰
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| عنوان فارسی |
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| چکیده فارسی مقاله |
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| کلیدواژه‌های فارسی مقاله |
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| عنوان انگلیسی |
Settlements and Consolidation Rates under Embankments in a Soft Soil with Vertical Drains |
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| چکیده انگلیسی مقاله |
In this paper, a study was carried out in order to estimate settlements and consolidation rates under embankments constructed on Moroccan soft soils. Settlement measurements in several embankments in High Speed Railway project between two Moroccan cities, Tangier and Assilah, were analyzed. The objective of this study is to estimate settlement values and settlement rates, with sufficient precision, in soft soils under embankment loadings. It was found that the elastic method using the pressuremeter modulus results in more accurate settlement values than the oedometric method. Furthermore, settlement rates could be determined with fair accuracy by using a correlation between the vertical coefficient of consolidation and the liquid limit, and also by considering an isotropic behavior of soil. |
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| کلیدواژه‌های انگلیسی مقاله |
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| نویسندگان مقاله |
Abdelhak SABIHI |
Routes, laboratoire public d'éssais et des études
Abdessamad GHAFIRI |
Géologie, faculté des sciences de ben msik
Jamal BEN BOUZIYANE |
Génie civil, Ecole Hassania des travaux publics
fouzia KASSOU |
Géologie, Faculté des Sciences de Ben Msil
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| نشانی اینترنتی |
http://www.ije.ir/article_72970_5b0c6ea915b6ec6a375661717da930c5.pdf |
| فایل مقاله |
اشکال در دسترسی به فایل - ./files/site1/rds_journals/409/article-409-2062054.pdf |
| کد مقاله (doi) |
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| زبان مقاله منتشر شده |
en |
| موضوعات مقاله منتشر شده |
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| نوع مقاله منتشر شده |
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