کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6746580 | 1429413 | 2018 | 9 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Profiling the in situ compressibility of cretaceous shale using grouted-in piezometers and laboratory testing
ترجمه فارسی عنوان
پروفیل تراکم پذیری در محل شیل کرتاسه با استفاده از پیزومترهای مورد نظر و تست های آزمایشگاهی
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موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
Grouted-in vibrating wire pressure transducers (VWPs) can be used to measure the in situ laterally constrained compressibility (mv) of deep claystone aquitards through measurement of barometric loading efficiency. Here, we present the results from 27 VWPs installed in overconsolidated argillaceous glacial till and claystone formations in southern Saskatchewan, Canada at two sites over depths ranging from 10-325 m below the ground (m BGS). The measured mv profiles at both sites produced similar trends of decreasing mv with depth. The trends in compressibility with depth were compared to the results from laboratory consolidation testing of core samples taken from the same Cretaceous shale profile. An apparent pre-consolidation pressure Ïcâ² compression index (Cc), and the swelling index (Cs) were determined using 1-D consolidation testing. These tests yielded Cc values ranging from 0.12-0.41 x¯=0.27±0.11 andCs from 0.015-0.09 x¯=0.05±0.03. The theoretical depth profile for mv (during unloading) was calculated for a range of compression indices (Cc, Cs) and the in situ void ratio (e)estimated from the consolidation testing, the vertical effective stress Ïvâ² calculated based on the effective unit weight of overburden and laboratory determined preconsolidation values Ïcâ². Varying the values of Ïcâ², Cc, or e in the hypothetical depth profile demonstrated minor influences on these profiles when compared to that of. The resulting theoretical profiles of mv with depth orÏvâ² exhibited a similar pattern to the laboratory and field observations; however, for the laboratory test data to replicate the in situ profiles, the laboratory measured values of Cs had to be reduced by an order of magnitude in order to compensate for both the applied strain increment differences, as well as sample destruction during recovery and testing. The good agreement between the theoretical and the in situ measured mv profiles with depth highlight the potential to combine in situ measurements of mv with laboratory consolidation test results to characterize the mechanical properties of deep claystone aquitards.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Geomechanics for Energy and the Environment - Volume 14, June 2018, Pages 29-37
Journal: Geomechanics for Energy and the Environment - Volume 14, June 2018, Pages 29-37
نویسندگان
Laura Smith, David Elwood, S. Lee Barbour, M. Jim Hendry,