RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      KCI등재 SCIE SCOPUS

      Numerical Simulation of Consolidation Behavior of Large Hydrating Fill Mass

      한글로보기

      https://www.riss.kr/link?id=A106883891

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      Underground mined-out voids need to be backfilled for the stability of the surrounding rock and also to increase ore extraction from adjacent pillars. One of the relatively newer means is cemented paste backfilling, which has been extensively adopted ...

      Underground mined-out voids need to be backfilled for the stability of the surrounding rock and also to increase ore extraction from adjacent pillars. One of the relatively newer means is cemented paste backfilling, which has been extensively adopted in underground mining operations around the world. During and after the placement of cemented paste backfill (CPB) into stopes, complex multiphysics (thermal, hydraulic, mechanical and chemical) processes take place in the large mass of CPB and could affect its consolidation behavior. An analysis of the consolidation process in CPB mass is essential for the assessment of CPB behavior and cost-effective designs in practice. In this paper, multiphysics simulation of the consolidation behavior of CPB mass is performed under different conditions, including the mixture recipe, and backfilling, drainage, surrounding rock and curing conditions. It is found that the in situ consolidation behavior of CPB structures is a function of the multiphysics processes that occur in the cementing backfill mass. Moreover, the rock mass conditions, including the geometry and rock wall roughness, influence the consolidation process of CPB structures. Cement content, curing time and backfilling rate play a crucial role in the consolidation process of CPB. The obtained results can facilitate a better understanding of the consolidation behaviour of CPB for backfill designers and engineers, and thus contribute to enhance the engineering of CPB structures.

      더보기

      목차 (Table of Contents)

      • Abstract
      • 1. Introduction
      • 2. Mathematical models
      • 3. Model Validation
      • 4. Model Applications
      • Abstract
      • 1. Introduction
      • 2. Mathematical models
      • 3. Model Validation
      • 4. Model Applications
      • 5. Conclusions
      • References
      더보기

      참고문헌 (Reference)

      1 Ghirian, A., "experimental investigations of the thermo-hydromechanical-chemical behavior of cemented paste backfill" (378)371-(378)311, 2013

      2 Haiqiang, J., "Yield stress of cemented paste backfill in sub-zero environments : Experimental results" 92 : 141-150, 2016

      3 Khaldoun, A., "Valorization of mining waste and tailings through paste backfilling solution, Imiter operation, Morocco" 26 (26): 511-516, 2016

      4 Grice, T., "Underground mining with backfill" 234-239, 1998

      5 Biot, M. A., "Theory of elasticity and consolidation for a porous anisotropic solid" 26 (26): 182-185, 1955

      6 Terzaghi, K., "Theory of consolidation" John Wiley &Sons lnc 1943

      7 Yilmaz, E., "The factors affecting the strength and stability of paste backfill" 28 (28): 155-169, 2003

      8 Dirige, A., "The effect of stope inclination and wall rock roughness on back-fill free face stability" (4152) : 1-12, 2009

      9 Jehring, M. M., "Tailings composition effects on shear strength behavior of co-mixed mine waste rock and tailings" 11 (11): 1147-1166, 2016

      10 Tariq A, "Synergistic and environmental benefits of using cement kiln dust with slag and fly ash in cemented paste tailings" University of Western Ontario 2012

      1 Ghirian, A., "experimental investigations of the thermo-hydromechanical-chemical behavior of cemented paste backfill" (378)371-(378)311, 2013

      2 Haiqiang, J., "Yield stress of cemented paste backfill in sub-zero environments : Experimental results" 92 : 141-150, 2016

      3 Khaldoun, A., "Valorization of mining waste and tailings through paste backfilling solution, Imiter operation, Morocco" 26 (26): 511-516, 2016

      4 Grice, T., "Underground mining with backfill" 234-239, 1998

      5 Biot, M. A., "Theory of elasticity and consolidation for a porous anisotropic solid" 26 (26): 182-185, 1955

      6 Terzaghi, K., "Theory of consolidation" John Wiley &Sons lnc 1943

      7 Yilmaz, E., "The factors affecting the strength and stability of paste backfill" 28 (28): 155-169, 2003

      8 Dirige, A., "The effect of stope inclination and wall rock roughness on back-fill free face stability" (4152) : 1-12, 2009

      9 Jehring, M. M., "Tailings composition effects on shear strength behavior of co-mixed mine waste rock and tailings" 11 (11): 1147-1166, 2016

      10 Tariq A, "Synergistic and environmental benefits of using cement kiln dust with slag and fly ash in cemented paste tailings" University of Western Ontario 2012

      11 Li, L., "Stress distribution in a cohesionless backfill poured in a silo" 8 : 1-8, 2014

      12 Yilmaz, E., "Stope depth effect on field behaviour and performance of cemented paste backfills" 32 (32): 273-296, 2018

      13 Fahey, M., "Some aspects of the mechanics of arching in backfilled stopes" 46 (46): 1322-1336, 2009

      14 Fall, M., "Potential use of densified polymer-pastefill mixture as waste containment barrier materials" 30 (30): 2570-2578, 2010

      15 Ceccato, F., "Numerical study of partially drained penetration and pore pressure dissipation in piezocone test" 2016

      16 Suazo, G., "Numerical simulation of blast response of cemented paste backfills" 2394-2401, 2015

      17 Li, L., "Numerical investigation of the stress state in inclined backfilled stopes" 9 (9): 52-62, 2009

      18 Cui, L., "Multiphysics modelling of the behaviour of cemented tailings backfill materials" (330) : 1-7, 2015

      19 Cui, L., "Multiphysics modeling of arching effects in fill mass" 83 : 114-131, 2017

      20 Cui, L., "Multiphysics model for consolidation behaviour of cemented paste backfill" 040160771 : 0401607723-, 2016

      21 Ai, Z. Y., "Multi-dimensional consolidation of layered poroelastic materials with anisotropic permeability and compressible fluid and solid constituents" 10 (10): 263-273, 2015

      22 Cui, L., "Modeling and simulation of the consolidation behaviour of cemented paste backfill" 1-5, 2015

      23 Fall, M., "Mix proportioning of underground cemented tailings backfill" 23 (23): 80-90, 2008

      24 Shahsavari, M., "Mine backfill pore water pressure dissipation:Numerical predictions and field measurements" 1-8, 2015

      25 Cui, L., "Mechanical and thermal properties of cemented tailings materials at early ages : Influence of initial temperature, curing stress and drainage conditions" 125 : 553-563, 2016

      26 Belem, T., "Measurement and prediction of internal stresses in an underground opening during its filling with cemented fill" 28-30, 2004

      27 Doherty, J. P., "Investigation of some controllable factors that impact the stress state in cemented paste backfill" 52 (52): 1901-1912, 2015

      28 Schindler, A. K., "Influence of supplementary cementing materials on the heat of hydration of concrete" 17-26, 2003

      29 Thompson, B., "In-situ measurements of cemented paste backfill in long-hole stopes" 197-198, 2009

      30 Thompson, B., "In situ measurements of cemented paste backfill at the Cayeli Mine" 49 (49): 755-772, 2012

      31 Hassani, F., "In situ measurements in a paste backfill: Backfill and rock mass response in the context of rockburst" 165-175, 2001

      32 Han, F., "Hydration kinetics of composite binder containing fly ash at different temperatures" 124 (124): 1691-1703, 2016

      33 Potvin, Y., "Handbook on mine fill" Australian Centre for Geomechanics 2005

      34 Williams, T. J., "Geomechanics of reinforced cemented backfill in an underground stope at the Lucky Friday Mine" National Institute for Occupational Safety and Health 2001

      35 Fall, M., "Experimental characterization of the stress–strain behaviour of cemented paste backfill in compression" 42 (42): 3914-3922, 2007

      36 Fang, K., "Effects of curing temperature on shear behaviour of cemented paste backfill-rock interface" 112 : 184-192, 2018

      37 El Mkadmi, N., "Effect of drainage and sequential filling on the behavior of backfill in mine stopes" 51 (51): 1-15, 2013

      38 Zhang, Q., "Design and application of solid, dense backfill advanced mining technology with two pre-driving entries" 25 (25): 127-132, 2015

      39 Ghirian, A., "Coupled thermo-hydro-mechanical-chemical behaviour of cemented paste backfill in column experiments : Part II : Mechanical, chemical and microstructural processes and characteristics" 170 : 11-23, 2014

      40 Fall, M., "Coupled modeling of the strength development and distribution within cemented paste backfill structure" 587-595, 2015

      41 Ghirian, A., "Coupled behavior of cemented paste backfill at early ages" 33 (33): 1141-1166, 2015

      42 Comsol, "Comsol Multiphysics 5.1"

      43 Helinski, M., "Behavior of cemented paste backfill in two mine stopes : Measurements and modeling" 137 (137): 171-182, 2010

      44 Cui, L., "An evolutive elasto-plastic model for cemented paste backfill" 71 : 19-29, 2016

      45 Veenstra, R., "An approach to stope scale numerical modelling of early age cemented paste backfill" (274)1-(274)7, 2011

      46 Cui, L., "A coupled thermo-hydro-mechano-chemical model for cemented tailings backfill" 50 : 396-414, 2015

      47 Benzaazoua, M., "A contribution to understanding the hardening process of cemented" 17 (17): 141-152, 2004

      더보기

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      인용정보 인용지수 설명보기

      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2012-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2011-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2009-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.81 0.92 1.47
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      1.25 1.17 0.488 0.24
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼