Laguna Site Investigation Geological and Geotechnical Models Petteri Somervuori, Espoo, 25+26.8.2014 1.

Slides:



Advertisements
Similar presentations
Survey Planning & Illumination with NORSAR-3D
Advertisements

Prepared by Betsy Conklin for Dr. Isiorho
Design Parameters.
Earth’s Interior and Geophysical Properties Chapter 17.
Lecture Outlines Physical Geology, 14/e Copyright © The McGraw-Hill Companies, Inc. Permission required for reproduction or display. Plummer, Carlson &
Distribution of Microcracks in Rocks Uniform As in igneous rocks where microcrack density is not related to local structures but rather to a pervasive.
Essential Questions What are the different types and textures of igneous rocks? How do cooling rates affect the grain sizes in igneous rocks? What are.
Chapter 17 Earth’s Interior and Geophysical Properties
OUTLINE Engineering Properties of Rock Formations 1- Rock Material and Rock Mass Concept 2- Rock Material Properties 3- Rock Mass Properties 4- Investigation.
Flamborough Chalk Outcrops DrillItOrDie Plc.. Aims Provide detailed information to allow the distribution of permeability to be evaluated. Define the.
Dynamic Earth Class February 2005.
Feedbacks between lithospheric stress and magmatism in incipient continental rift zones Erin Beutel *(1), Jolante van Wijk (2), Cindy Ebinger (3), Derek.
Hydrologic Characterization of Fractured Rocks for DFN Models.
Rock Deformation and Geologic Structures
Applications in GIS (Kriging Interpolation)
SOIL, GEOTECHNICAL ENGINEERING AND FOUNDATION ENGINEERING
Geophysical and Geochemical Exploration Techniques  The specification sates that you should be able to:  Describe the geophysical exploration techniques.
IGNEOUS ROCKS rock = mixture of minerals, mineraloids, glass, or organic matter bound together in some way 1. magma is parent material for all rocks 2.
Earth’s Layered Structure
THE DYNAMIC CRUST. Aim and Learning Target: Aim: How can we evaluate the structure and movement of the earth and identify its past movements? Learning.
Tunnel Engineering for Indian Railways
November 11, 2004 Biogeohydrological Environment and Physical Aspects of the Henderson Mine Site Climax Molybdenum Company Henderson Operations.
Interpolation.
 The composition, structure, position and fossil content of Earth’s rocks provide information about Earth’s geologic history.  The geologic history dates.
Harry Williams, Geomorphology1 Diastrophism - Folded, Faulted and Tilted Strata. Introduction Three types of deformation result from subjecting rock to.
Faults and Folds Normal Fault In normal faulting, the hanging wall block moves down relative to the footwall block. The fault plane.
“Frequency domain” EM“Time domain” EM. Measurement of signal decay – sample the decaying amplitudes in a number of time windows, or “channels” As the.
Mineral Exploration Tel: (07) Fax: (07)
Surface Mining Ore Body Geometry ©2011 Dr. B. C. Paul Note- Concepts given here are considered to be common knowledge to those involved in early stage.
Optimum Sampling Density for the Prediction of AMD in an Underground Sulphide Mine" by K. Modis, National Technical University of Athens and K. Komnitsas,
Harry Williams, Geomorphology1 Soils on Slopes – Summary: A soil on a slope has strength because of inherent frictional properties, cohesion and normal.
Simplified cross section of a copper porphyry system that is generating a mineralized system. The felsic porphyry intrusion is the heat engine that drives.
Geophysical and Geochemical Exploration Techniques  The specification sates that you should be able to:  Describe the geophysical exploration techniques.
1 SGES 1302 INTRODUCTION TO EARTH SYSTEM LECTURE 7: Geological Structures: Joints & Faults.
Deposit geology Gold mineralization 1 Geology of the Detour Lake Deposit.
1 Naruki Wakabayashi Shimizu Corporation Tokyo Japan Study on the Jointed Rock Mass for the Excavation of Hyper-KAMIOKANDE Cavern at Kamioka Mine NNN07.
Propagation Models Large scale models predict behavior averaged over distances >>  Function of distance & significant environmental features, roughly.
Interpolation of Surfaces Spatial Data Analysis. Spatial Interpolation Spatial interpolation is the prediction of exact values of attributes at un-sampled.
The main instrument used is called the sonde. A basic sonde consists of a source and two receivers one-foot apart. The sonde is lowered down the borehole.
CIVIL ENGINEERING. Civil engineering work includes: dams embankments motorways bridges buildings cuttings quarries tunnels mines All these need to take.
-Kazem Oraee (Prof) - Arash Goodarzi (Eng) - Nikzad Oraee-Mirzamani (Phd) -Parham Khajehpour (Eng) 34th International Conference on Ground Control in Mining.
EumetCal Examples.
Earth’s Internal Structure
February 13-15, 2006 Hydromechanical modeling of fractured crystalline reservoirs hydraulically stimulated S. Gentier*, X. Rachez**, A. Blaisonneau*,
Folds Field and Lab Measurements. Data Acquired for Folds Detailed structural analysis requires sampling of: – Bedding in sedimentary rock – Compositional.
Operations Description
d A rock is a naturally occurring solid mixture of one or more minerals, or organic matter. Rocks are classified by how they are formed, their composition,
 All civil engineering projects like dams, reservoirs etc. constructed on earth crust and constructed by material obtained from the crust.  So it is.
For Mining and Civil Applications Carel de Beer Senior Geotechnical Consultant Sound Mining Solution.
Sergio Cristiá Abad, Espoo, Rock mechanical modelling and analysis CAVERN DESIGN AND OPTIMAL LOCATIONS Sergio Cristiá Abad Laguna-LBNO extended.
State of Stress at the depth of planned Laguna Caverns in Pyhäsalmi Matti Hakala, Espoo,
A new prior distribution of a Bayesian forecast model for small repeating earthquakes in the subduction zone along the Japan Trench Masami Okada (MRI,
Mineral Resources EES – Chapter 19.
Metamorphic Rocks Chapter 2 Section 4 p Vocabulary: 1. foliated 2. nonfoliated.
EBS101 ENGINEERING GEOLOGY DR HAREYANI ZABIDI
Metamorphic Rocks (الصخور المتحولة). Metamorphism (التحول) involves the transformation of pre- existing (igneous rocks, sedimentary rocks, and metamorphic.
Applications of wireline geophysics
Department of Geology and Geological Engineering
Mid-ocean ridges (MORs)
Lecturer: Dr. Frederick Owusu-Nimo
Chapter 5 Igneous Rocks Section 5.1.
Rocks Hafeet mountain.
CHAPTER THREE DISCONTINUITIES
Engineering Geology I (GED355) S
Metamorphic Rocks Section 3.4.
SAN LUCAS PROJECT Technical Data 1/18/2019 TSX-V MNN.
Classification of Igneous Rocks
Layout: Introduction. About the Project. Study area.
Gail Morrissey Arizona State University
Presentation transcript:

Laguna Site Investigation Geological and Geotechnical Models Petteri Somervuori, Espoo,

2 Petteri Somervuori Espoo, Contents: Geological background (very short) Modelling Data coverage Foliation/schistocity Fracture/weakness zones Rocktypes Rock quality Uncertainties Summary

Geological Background Pyhäsalmi ore is massive sulpphide deposit surrounded by volcanics and an alteration halo. About 60% of rocks are felsic volcanics in mine scale. Schictosity (foliation) is quite clear. Felsic rocks are altered near ore at the upper part. Felsic rocks are sheared near ore at the deeper parts. About 40% of rocks are mafic volcanics. Schictosity is quite clear near ore but quite massive far away the ore area. The pegmatites occur usually as dikes of variable thickness. Usually veins are meter wide and might be very long. The pegmatites intruded in many stages. So their composition varies a little bit. More pegmatites are found from east side of ore than west. Other minor rocktypes occurs 3 Petteri Somervuori, Espoo,

Geological Background 4 Petteri Somervuori, Espoo, North Fault Laguna investigation target area Ore Volcanics form a fold around ore separated by faults in north and south Foliation model Imprication fault model Level section Z 1150 South Fault

Modelling Data coverage – Density of drilling investigations varies inside target volume – Latest drilling investigations concentrated close to level 1400 – Investigation drilling penetrates rock more in east-west direction than in south-north – There is less rock quality data from Q’-index than RQD 5 Petteri Somervuori, Espoo,

6 Petteri Somervuori, Espoo, Distance from the drillholes ≤100 m ≤ 250 m ≤ 500 m

7 Petteri Somervuori, Espoo, Tunnel

8 Petteri Somervuori, Espoo, Less Q-index logging than RQD RQD logs only (black ones)

Modelling Foliation/Folding – Important information Guide for modelling rocktypes, fracture zones and rock quality in 3D For building anisotropic strength model of rock mass – Background Pyhäsalmi mine’s models of foliation Observations in mine tunnels about foliation Foliation follow the shape of the orebody 9 Petteri Somervuori, Espoo,

10 Petteri Somervuori, Espoo, Foliation model by Pyhäsalmi mine, Model and tunnel observations

Modelling Foliation/Folding – Process of foliation modelling Raw core logging observations of foliation orientation Means planes from stereoplot clusters 2D trace interpretation 3D trace plane model 11 Petteri Somervuori, Espoo,

12 Petteri Somervuori, Espoo, Raw foliation orientationsStereoplot of selected data Mean planes

13 Petteri Somervuori, Espoo, Mean planes generated from raw data2D interpretation of foliation for 4 levels

14 Petteri Somervuori, Espoo, Digitised interpretation for 4 levels Fault

15 Petteri Somervuori, Espoo,  Final 3D foliation model generated using dip and dip direction of mean planes

Modelling Weakness/Fracture Zones – Only one major fracture zone is found (FZ1) – Drillholes penetrate FZ1 in west and indicate bad rock quality and also weak rocktypes like heavily weathered granite (korppukivi) and rocktypes including graphites – Inluence zone for FZ1 can be recognise where rock quality starts gradually decrease – Deformation zone starts in north side of area partly before modelled influence zone 16 Petteri Somervuori, Espoo,

17 Petteri Somervuori, Espoo, Drillhole intersections of FZ1 FZ1 core intersections hole_iddepth_from PH PH PH R R R FZ1 influence intersections starts hole_iddepth_from PH PH PH R R R Influence zone FZ1 core

18 Petteri Somervuori, Espoo, Graphites Granites

19 Petteri Somervuori, Espoo, Known imprication fault in west fits well with FZ1 Foliation and fracture observations are used in modelling FZ1

20 Petteri Somervuori, Espoo, FZ1 modelled CoreInfluence zone

Modelling Weakness/Fracture Zones – Minor fracture zones are primaly modelled based for RG classification and secondly for RQD classification, the direction of minor planes are based on foliation and fracture observations – Minor fractures are observed as short drillcore intersections, and the distance between drillholes is quite long – The rock quality is not as poor as in FZ1 – One uncertain estimate is done to model continuty between minor fracture zones and drillholes, called FZ2 21 Petteri Somervuori, Espoo,

22 Petteri Somervuori, Espoo, FZ2 Level Minor fracture zones and FZ2

Modelling Rocktype models – Main rocktypes are mafic vulcanic (EVULK) 47%, felsic vulcanic (HVULK) 37% and pegmatite 7% – 3D modelling is done for main rocktypes (thicker pegmatite veins close to level 1400 are modelled) – In 3D modelling, observations of foliation was used for directions and dips – Shorter observations of weaker minor rocktype locations need to taken account when evaluating exact location of Laguna caverns 23 Petteri Somervuori, Espoo,

24 Petteri Somervuori, Espoo, Foliation observations were used for modelling 3D modelSection from level 1400

25 Petteri Somervuori, Espoo, m offset from ore Ore FZ1 FZ2 Level 1400 FZ2

Modelling Rock quality – Rock quality is estimated spatially by block model interpolation from logging data – Rock quality (Q’-index) on block model excluding FZ1 => mostly very good or good=> No blocks below Good class – Rock quality (RQD) on block model excluding FZ1 => mostly excellent, some good and fair classes close to FZ1 and in south + north + upper parts – Main differencies between RQD and Q’ models are coming from older exploration holes which are only RQD logged 26 Petteri Somervuori, Espoo,

27 Petteri Somervuori, Espoo, Mafic volcanic Felsic volcanic Pegmatite Q-index (Rock quality) cumulative frequency of logged values from drillhole excluding FZ1 and it’s influence zone 50% 30% 70% 1% <1% >=Extremely good (20%) >=Very Good (50%) >= Good (98%) Fair or less <2%

28 Petteri Somervuori, Espoo, Mafic volcanic Felsic volcanic Pegmatite Average Excellent (97%) <=Fair <10%, <=Poor <4% RQD (Rock quality) cumulative frequency of logged values from drillhole excluding FZ1 and it’s influence zone <=10%

29 Petteri Somervuori, Espoo, Block modelling Modelled attributes are GSI and RQD Area is distributed into 5 domains: Domain 1 = FZ1 Domain 2 = FZ1 influence zone Domain 3 = North sector Domain 4 = Centre sector Domain 5 = South sector Domain 1: Spherical search, composite includes only entries inside the FZ1 Domain 2: Spherical search, composite includes only entries inside the FZ1 influence zone Domain 3-5: Ellipsoid search, composite includes only entries outside the FZ1 and the influence zone Estimation with inverse distance weighting Search distances and directions Round 1: 100 m; Round 2: 250 m; Round 3: 500 m Domains 3: 046/-59; Major/Minor 2 Domains 4: 022/-74; Major/Minor 2 Domains 5: 175/-75; Major/Minor 2

30 Petteri Somervuori, Espoo, No blocks below Good quality (Q’-index) outside FZ1 Level 1400

31 Petteri Somervuori, Espoo, Level 1400 Good area for Caverns

Uncertainties Pegmatite dykes – Continuity and direction are uncertain, however less pegmatites have found on western side from orebody 32 Petteri Somervuori, Espoo,

33 Petteri Somervuori, Espoo, Hvulk (Felsic volcanic)

Uncertainties Drilling direction and density – Pegmatites and minor weakness zones might exist between drillholes, now drilling more in east-west direction 34 Petteri Somervuori, Espoo,

35 Petteri Somervuori, Espoo,

Uncertainties Folding – Direction and dip of foliation changes more in lower part where orebody ends – Fold is more tight and observations close to level 1400 show quite straight lines? – Lump of felsic vulcanic penetrates through mafic => geology is less predictable – Minor weakness zone FZ2 related to that zone is very uncertain 36 Petteri Somervuori, Espoo,

37 Petteri Somervuori, Espoo, Mafic volcanic penerates through Fold is more tight in level 1400

Uncertainties Less homogenious rock/ weaker/ more foliated – It is important to evaluate heavily foliated and/or core sections that contain weaker minerals – In next figure, foliation intensity is higher and rock is less homogenious inside north fault based on two different drillholes 38 Petteri Somervuori, Espoo,

39 Petteri Somervuori, Espoo, Foliation intensity varies and rock can be less homogenious R-C-1 Note Depth m Mafic volcanic, +skarn, +carbonate veins, +narrow pegmaties etc.. Mafic volcanic Mafic volcanic less homogenious and heavily foliated Fault

Summary Only one major fracture zone is found in west side, which dimensions are now well known Rock quality is good or better (98%) in areas focused during investigations No water leakages found Mafic volcanic would be ideal for main Laguna caverns Foliation intensity/direction and weaker minerals have to taken account More detailed investigations are needed in next phase focusing into smaller area 40 Petteri Somervuori, Espoo,