کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
5027554 1470635 2017 8 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Assessing Rock Mass Permeability Using Discontinuity Properties
ترجمه فارسی عنوان
ارزیابی نفوذپذیری توده سنگ با استفاده از خواص ناپیوسته آکادمی؟
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی مهندسی (عمومی)
چکیده انگلیسی

Field measurement of rock mass permeability is essential that numerous factors influence its directional magnitude. Lugeon test is a popularly conducted field instrument in order to measure hydraulic conductivity of a rock mass. Discontinuity orientation, spacing and discontinuity surface quality, infill presence and type play essential role in permeability of the rock mass in addition to rock material itself. Geological Strength Index (GSI) is a parameter used in Gen. Hoek-Brown failure criterion and supporting empirical equations in order to estimate rock mass strength and deformability parameters. Frequently used Rock Quality Designation (RQD) and GSI and Lugeon values were combined in order to generate a relation among them. The proposed relationships are produced by interpretation of geotechnical core logging and Lugeon test results.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Procedia Engineering - Volume 191, 2017, Pages 638-645
نویسندگان
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