کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4743487 1641816 2014 15 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Effects of curing and stress conditions on hydromechanical, geotechnical and geochemical properties of cemented paste backfill
ترجمه فارسی عنوان
تأثیر شرایط تنش و رطوبت بر خواص هیدرومکانیکی، ژئوتکنیک و ژئوشیمیایی ریخته گری سمان
کلمات کلیدی
آسیاب گلوله ای، رب ذرات ریز شده، شرایط درمان و تنش استحکام فشاری، ریزساختار پا، ژئوتکنیک و ژئوشیمی
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی


• The effect of curing conditions on properties of cemented paste backfill (CPB) was investigated.
• A new lab apparatus was used along with unconsolidated moulds (i.e. undrained and drained).
• Consolidated samples offer better strengths than those obtained from mould-unconsolidated ones.
• The hardening process of CPB is greatly affected by the application of stress during curing.
• CUAPS can be agreeably used to achieve an ideal CPB recipe in terms of safety and economy.

Cemented paste backfill (CPB) is an emerging mine-backfill technique that allows environmentally hazardous tailings returning back to the underground openings or stopes, thereby maximizing the safety, efficiency and productivity of process/operation. CPB provides efficient ground support for mine structures and permits a fully excavation and extraction of ore bodies. It also decreases surface tailings storage requirements and thus, rehabilitation/reclamation costs after closure. This paper investigates the effects of curing and stress conditions on hydromechanical, geotechnical and geochemical properties of CPB. In this respect, a new laboratory apparatus (CUAPS: curing under applied pressure system) was used to mimic the in-situ CPB conditions to compare the performance of consolidated backfills with unconsolidated conventional moulds (i.e. undrained or drained). The results have shown that for a given backfill recipe, CUAPS-consolidated samples always present better strengths than those obtained from mould-unconsolidated samples i.e. the underestimation of backfill strength. A full evolution of geotechnical and geochemical properties of CPB was compared at three binder contents (3, 4.5 and 7 wt.%) and curing times (7, 14 and 28 days). The application of stress during curing was found to contribute positively to the CPB hardening process and hence, the strength and geotechnical properties as a result of the removal of water and binder hydration. Consequently, CUAPS-consolidated samples can be agreeably used to better assess in situ CPB behavior and to achieve an ideal CPB recipe in terms of safety and economy.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Geology - Volume 168, 16 January 2014, Pages 23–37
نویسندگان
, , ,