کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
5029731 1470665 2016 5 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Soil Consolidation Parameters Derived from CPTu Probing
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی (عمومی)
پیش نمایش صفحه اول مقاله
Soil Consolidation Parameters Derived from CPTu Probing
چکیده انگلیسی

Continued development of infrastructure in Slovakia will open new sections of motorways and expressways. The motorwayy D1 from Bratislava to KoÅ¡ice is being built in section Lietavská Lúčka - Višňové - Dubna Skala. The knowledge of geology has acceded to the engineering geological (EG) survey, which is also considered a static penetration test with piezocones. Department of Geotechnics University of Žilina on a given section made of static penetration probe with measurement of pore pressures. This article deals with vertical and horizontal consolidation calculated from static penetration test (CPTu) in the locality Lietavská Lúčka Žilina west portal of the tunnel and the tunnel Višňové.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Procedia Engineering - Volume 161, 2016, Pages 180-184
نویسندگان
, , , ,