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Slope Stability Assessment of the Letlhakane DK1 Mine

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Current Life of Mine 12 years as an open pit at current production levels ... during the Cretaceous period (90 million years ago) ... – PowerPoint PPT presentation

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Title: Slope Stability Assessment of the Letlhakane DK1 Mine


1
Slope Stability Assessment of the Letlhakane
(DK1) Mine
  • Keabetswe Keith Makuku

2
Project AIMS
  • Assess and Evaluate the Stability of the Ultimate
    slopes
  • Propose Remediation measures where applicable

3
Letlhakane Mine Information
  • Location Southern Africa, Central Botswana, 200
    km west of Francistown and 50 km east of Orapa
  • Establishment - 1977
  • Current Life of Mine 12 years as an open pit at
    current production levels
  • Ownership - Debswana
  • Mining Method Open Pit
  • Employees Orapa and Letlhakane 3200
  • Production during 2002 Ore treated 3.6 million
    tons
    Diamonds recovered 1.03 million
    carats Recovered Grade
    25.7 carats per 100 tons Total
    Waste stripped 15.25 million tons

www.debswana.bw
4
Geology and Topography
  • Kalahari Sands and Calcrete - 10 meters
  • Stomberg Basalts (135 meters massive 10-15 m
    thick flows with
  • near horizontal top and base. Localised worm
    like calcite amygdales)
  • Ntane Sandstones - 120 meters thick, hard-medium
    grained, crossbedded
  • and Interbedded by fine, weak red mudstone
    lenses)
  • Kimberlite (Diamond Ore body) - Intruded into
    the Karoo sequence
  • during the Cretaceous period (90 million years
    ago)
  • Flat topography- area lies at an altitude of
    1000 m.a.m.s.l and
  • undulates gently with no significant
    physiographic features

5
LETLHAKANE MINE GEOLOGY SECTION THROUGH D/K1
6
Work Done
  • Geological Mapping
  • Point Loads
  • Scan-line survey
  • Geotechnical Core logging
  • Weathering Exercise
  • Groundwater seepage Mapping
  • Density Measurements
  • Triaxial Test

7
Data Analysis
  • MRMR, RMR,Q-system
  • Rock DATA (rock strength parameters)
  • DIPS (preliminary assessment-stereonet)
  • Swedge (deterministic and probabilistic)

WEDGE POTENTIAL
TOPPLING POTENTIAL
8
Remediation
  • Dentition

Sub-horizontal Drainage
(Concrete of higher strength parameters)
9
  • Dewatering Boreholes
  • Sub-horizontal dewatering holes

(Weathering effect only effective towards the
day-lighting zone of the rock unit)
10
References
  • www.debswana.bw
  • Rock Slope Engineering E Hoek J Bray
  • Detecting Problems with Mine Slope Stability.
  • Jami M Girad and Ed Mo turgh
  • An Investigation of the Main Failure Planes at
    Letlhakane mine (2001)
  • P.H.G.M. Dirks
  • Engineering rock mass classifications,
  • Wiley-Interscience, New York (1989) Z.T
    Bieniawski
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