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Volumn 24, Issue 1, 2006, Pages 1-14

Emplaced geotechnical characteristics of hydraulic fills in a number of Australian mines

Author keywords

Australian mines; Friction angle; Hydraulic fill; Permeability; Relative density; Specific gravity

Indexed keywords

DENSITY (SPECIFIC GRAVITY); FILLERS; FRICTION; GRAIN SIZE AND SHAPE; HYDRAULICS; MECHANICAL PERMEABILITY; MINING ENGINEERING; MOISTURE; PHASE COMPOSITION; POROSITY; SAND;

EID: 33644814514     PISSN: 09603182     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10706-004-1511-x     Document Type: Article
Times cited : (29)

References (21)
  • 1
    • 33644807250 scopus 로고    scopus 로고
    • Test method for maximum index density and unit weight of soils using a vibratory table
    • ASTM D4253-93, American Society for Testing Materials, West Conshohocken, PA
    • ASTM (1996) Test method for maximum index density and unit weight of soils using a vibratory table, D4253-93, Annual Book of ASTM Standards, American Society for Testing Materials, West Conshohocken, PA.
    • (1996) Annual Book of ASTM Standards
  • 2
    • 58849157512 scopus 로고    scopus 로고
    • Standard test method for minimum index density and unit weight of soils and calculation of relative density
    • ASTM D4254-91, American Society for Testing Materials, West Conshohocken, PA
    • ASTM (1996) Standard test method for minimum index density and unit weight of soils and calculation of relative density, D4254-91, Annual Book of ASTM Standards, American Society for Testing Materials, West Conshohocken, PA.
    • (1996) Annual Book of ASTM Standards
  • 3
    • 10644282051 scopus 로고
    • Prediction of cemented rock fill stability design procedures and modelling techniques
    • University of Queensland Brisbane Australia PhD Thesis
    • M.L. Bloss 1992 Prediction of cemented rock fill stability design procedures and modelling techniques University of Queensland Brisbane Australia PhD Thesis, Department of Mining and Metallurgical Engineering,
    • (1992) Department of Mining and Metallurgical Engineering
    • Bloss, M.L.1
  • 7
    • 33644804607 scopus 로고
    • The properties of hydraulically placed backfill
    • Johannesburg, SAIMM
    • Clarke, I. H. (1988) The properties of hydraulically placed backfill, In: Proceedings of Backfill in South African Mines, Johannesburg, SAIMM, 15-33.
    • (1988) Proceedings of Backfill in South African Mines , pp. 15-33
    • Clarke, I.H.1
  • 9
    • 54249131561 scopus 로고    scopus 로고
    • Correlation Between Penetration Resistance and Relative Density of Sandy Soils
    • Cubrinovski, M. and Ishihara, K. (2001) Correlation Between Penetration Resistance and Relative Density of Sandy Soils, 393-396.
    • (2001) , pp. 393-396
    • Cubrinovski, M.1    Ishihara, K.2
  • 15
    • 33644787994 scopus 로고    scopus 로고
    • Mine backfilling, backfill drainage and bulkhead construction - A safety first approach
    • Kuganathan, K. (2001) Mine backfilling, backfill drainage and bulkhead construction - a safety first approach, Australian Mining Monthly, 58-64.
    • (2001) Australian Mining Monthly , pp. 58-64
    • Kuganathan, K.1
  • 16
    • 1842505002 scopus 로고    scopus 로고
    • A method to design efficient mine backfill drainage systems to imporve safety and stability of backfill bulkheads and fills
    • Townsville Australia
    • Kuganathan, K. (2002) A method to design efficient mine backfill drainage systems to imporve safety and stability of backfill bulkheads and fills, In: Proceedings of the 7th Underground Operators' Conference, Townsville, Australia, 181-188.
    • (2002) Proceedings of the 7th Underground Operators' Conference , pp. 181-188
    • Kuganathan, K.1
  • 21
    • 84866950417 scopus 로고
    • Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation
    • A.W. Skempton 1986 Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation Geotechnique 36 3 425-447
    • (1986) Geotechnique , vol.36 , Issue.3 , pp. 425-447
    • Skempton, A.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.