Introduction 3. Basic Mine Fill Materials 13

Size: px
Start display at page:

Download "Introduction 3. Basic Mine Fill Materials 13"

Transcription

1 C O N T E N T S 1 Introduction Preamble Why mine fill? Ensuring long-term regional stability Limiting excavation exposure Waste disposal Considerations for selection of mine fill systems Brief history of mine fill Australian mine fill history North American mine fill history Recent mine fill history... 9 Basic Mine Fill Materials Preamble Tailings Sizing Mineralogy Particle shape Tailings oxidation Natural sands Rock and aggregate Aggregate grading Attrition Water Cement Chemical reactions Cement contents Pozzolans Fly ash Slag Gypsum Other pozzolans Admixtures i

2 Handbook on Mine Fill 3 Geomechanics of Mine Fill Preamble Soil mechanics and mine fill Mine backfilling applications and the relevant fill parameters Dry fill (DF) Hydraulic fill (HF) Cemented hydraulic fill (CHF) Paste fill Composite fills Shotcrete Geofabrics geotextiles Sources of mine fill tailings Mine tailings Phases of backfill materials Some volumetric relationships Degree of saturation Some important unit weights of backfill materials Water content of fill Moisture content of fill Solids content Saturated fills, slurries and pastes The volumetric solids concentration C v Particle size distribution of backfill/tailings Particle size distribution curve Uniformity of fill Some important benchmarks on particle packing Relative density or density index Atterberg s limits Ultra fines in tailings (<2 µm) The fundamentals of the shear strength of backfill Fill permeability(hydraulic conductivity) Determination of coefficient of permeability Seepage gradient Quick condition and piping Development of piping in fill masses Liquefaction of mine fill Compaction and consolidation of mine fill Consolidation of fill Shear strength of fill Effective stress concept Shear strength Some general observations regarding strength development in cemented fills Measurement of shear strength Lateral earth pressure Arching in fill masses and stability analyses Stope fill mass stability analysis 3D wedge analysis ii

3 Contents 4 Fluid Mechanics of Mine Fill Preamble Transport and delivery of fill slurries Introduction to fluid mechanics principles Hydraulic fill slurry behaviour Paste fill behaviour Paste fill rheology Paste fill flow in pipes and wall shear stress Yield shear stress effect of pulp density Reticulation design Hydraulic fill reticulation design Calculating friction system losses in hydraulic fill systems Paste fill reticulation design Calculating friction factors in paste fill systems Flow control strategy Drainage through hydraulic fill Drainage analysis Saturation Testing and measurements Laboratory-scale rheology Yield shear stress and slump test Yield shear stress determined by the vane shear viscometer Viscosity measurement Pipe loop testing Introduction to Hydraulic Fill Preamble Design Demand from mining methods Cemented or uncemented hydraulic fill? Supply of materials Mill tailings Natural surface sand deposits Binders Preparation of hydraulic fill Tailings dewatering Tailings desliming Fill permeability and percolation rate Empirical relationships for permeability/percolation rate of hydraulic fill Particle size distribution curves Cautionary note on sizing criteria for hydraulic fill Hydrocyclones Spiral and rake classifiers Drum filters Elutriation tanks Storage tanks and pachucas iii

4 Handbook on Mine Fill Delivery systems from preparation site to stope Fill containment design and construction of fill barricades Placement and drainage Design principles The risk of fill inrush Erosion piping failure mechanism Mechanical defects design, construction Monitoring and performance Operational monitoring of fill and barricades Hydraulic fill summary of key issues Paste Fill Preamble Principles Advantages of paste Considerations with paste Demands from mining methods Paste fill performance Rate of filling Placement rates Supply of materials Tailings Water Binder Coarse fraction Processing of components Tailings dewatering Thickening Filtration Excavated tailings Mixing Binder addition Mix control Delivery and placement Boreholes Pipes Pumps Flushing of distribution system Retention Design Material characterisation Flow characteristics Pump test Strength gain Results Effect of yield stress at high cement contents Dewatering testwork Thickener design Filtration design Monitoring and performance Examples of paste fill applications iv

5 Contents 7 Rock Fill in Mine Fill Preamble Angle of repose Unmodified rock fill Modified rock fill Dilating fills Contracting fills Particle size optimisation Blending of rock fill Some standard rock fill gradings Binder addition Inclusion of fine-grained materials Friction angle of rock fill Rock fill production Delivery of rock fill in mining Cemented rock fill at Mount Isa Mines Fill mass stability Cement slurry rock fill trials at Mount Isa Mines (MIM) in Large cylinder testing Water content of the mix Composition of the final placed CSRF Strength Fill placement trials Rocky Paste Fill (RPF) trials at Mount Isa Mines in RPF mix components RPF strength Quality of RPF after placement Design chart for RPF Advantages of RPF Rocky paste fill at Olympic Dam Mine CSAF at George Fisher Mine Other Fill Types and Practices Preamble Fill in underground coal mines Preamble Background Ongoing development Surface subsidence mitigation and prevention Preamble Plant and equipment Fill material Water supply Fill containment Fill delivery boreholes and surface plant Fill preparation and placement Monitoring Project performance v

6 Handbook on Mine Fill vi 8.4 Filling metalliferous and coal open pits Preamble Fill materials and filling Fill materials in more detail Waste rock or coarse coal reject Tailings, fine coal reject and fly ash Co-disposal Metalliferous mining Coal mining Water management Waste rock stability Submerging tailings Mine closure Safety and hazard reduction Co-disposal of mining and municipal wastes Preamble Handling municipal waste Transportation Mine void access Co-disposal Dumped co-disposal Pumped tailings/fine reject Design Liner Underdrains Safety and hazard reduction Use of completed open pits for tailings disposal Preamble Economics Environmental requirements Physical characterisation Water removal/recovery systems Geochemical characterisation Geotechnical considerations Rehabilitation Cemented aggregate fill in complex ore bodies Preamble Geology Ground conditions Mining method Cemented aggregate fill Evaluation and test work Parameters Evaluation approach Operational issues A review of some important aspects of cemented aggregate fill Preamble Particle size distribution Fill placement Fill quality test work Aggregate quality Aggregate particle size distribution Aggregate moisture content Binder strength Slump tests CAF reference cylinder strength tests Sands and tailings In situ assessment of CAF Exposure mapping Coring Borehole pressure meter Video monitoring...137

7 Contents 9 Hazards, Risks and Environment Preamble Example of a mine fill risk Terminology Risk management Introduction Communication and consultation Establishing the context Risk identification Risk analysis Risk evaluation Risk treatment Monitoring and reviewing Recording the risk management process Some aspects of implementing risk management Establishing effective risk management Life cycle issues Limitations of risk assessment techniques Common pitfalls with risk assessments Environmental aspects of mine fill Successful use of mine fill Unsuccessful use of mine fill Mine fill risk register Preamble Risk register Suggested reading Acknowledgement Emerging Technologies and Current Research Preamble Summary of responses to requests to comment Review of content of selected papers from MINEFILL 1998, MINEFILL 2001 and MINEFILL MINEFILL MINEFILL MINEFILL Glossary 171 General terms Terms specific to chapter 6: Paste Fill Terms specific to chapter 9: Hazards, Risks and Environment vii

Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials

Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials Table of Contents Chapter 1 Introduction to Geotechnical Engineering 1.1 Geotechnical Engineering 1.2 The Unique Nature of Soil and Rock Materials 1.3 Scope of This Book 1.4 Historical Development of Geotechnical

More information

Acknowledgement...iii. Editors...iii FOREWORD... v Practical limitations The ultimate objective THE DRIVERS...

Acknowledgement...iii. Editors...iii FOREWORD... v Practical limitations The ultimate objective THE DRIVERS... CONTENTS PREFACE... I Acknowledgement...iii Editors...iii FOREWORD... v INDUSTRY SPONSORS...vii 1 Introduction 3 1.1 OBJECTIVES OF THE GUIDE...3 1.2 BACKGROUND...3 1.3 THE CURRENT SITUATION...3 1.3.1 Practical

More information

PRINCIPLES OF GEOTECHNICAL ENGINEERING

PRINCIPLES OF GEOTECHNICAL ENGINEERING PRINCIPLES OF GEOTECHNICAL ENGINEERING Fourth Edition BRAJA M. DAS California State University, Sacramento I(T)P Boston Albany Bonn Cincinnati London Madrid Melbourne Mexico City New York Paris San Francisco

More information

DISCUSSION ON THE INFLUENCE OF MINERALOGY ON THE RHEOLOGY OF TAILINGS SLURRIES

DISCUSSION ON THE INFLUENCE OF MINERALOGY ON THE RHEOLOGY OF TAILINGS SLURRIES ABSTRACT 61 DISCUSSION ON THE INFLUENCE OF MINERALOGY ON THE RHEOLOGY OF TAILINGS SLURRIES Gordon McPhail SLR Consulting Australia Pty Ltd Marco Becerra ASMIN Chile Sergio Barrera IVAN Chile ABSTRACT The

More information

The Pumping Characteristics and Rheology of Paste Fills

The Pumping Characteristics and Rheology of Paste Fills VERKERK, C.G. and MARCUS, R.D. The pumping characteristics and rheology of paste fills. Backfill in South African Mines. Johannesburg, SAIMM, 1988. pp. 221-233. The Pumping Characteristics and Rheology

More information

Geotechnical Engineering and Dams

Geotechnical Engineering and Dams Geotechnical Engineering and Dams Solving Geotechnical Challenges for Hydropower and Water Resources Projects Geological and geotechnical challenges are often very demanding when planning hydraulic structures.

More information

GUIDELINES FOR OPEN PIT SLOPE DESIGN EDITORS: JOHN READ, PETER STACEY # & CSIRO. J x PUBLISHING

GUIDELINES FOR OPEN PIT SLOPE DESIGN EDITORS: JOHN READ, PETER STACEY # & CSIRO. J x PUBLISHING GUIDELINES FOR OPEN PIT SLOPE DESIGN EDITORS: JOHN READ, PETER STACEY # & CSIRO J x PUBLISHING S Contents Preface and acknowledgments xiii 1 Fundamentals of slope design 1 Peter Stacey 1.1 Introduction

More information

QUESTION BANK DEPARTMENT: CIVIL SUBJECT CODE / Name: CE 2251 / SOIL MECHANICS SEMESTER: IV UNIT 1- INTRODUCTION PART - A (2 marks) 1. Distinguish between Residual and Transported soil. (AUC May/June 2012)

More information

Experimental and numerical investigation of injection of coal washery waste into longwall goaf

Experimental and numerical investigation of injection of coal washery waste into longwall goaf University of Wollongong Research Online Coal Operators' Conference Faculty of Engineering and Information Sciences 2017 Experimental and numerical investigation of injection of coal washery waste into

More information

VALLIAMMAI ENGINEERING COLLEGE

VALLIAMMAI ENGINEERING COLLEGE VALLIAMMAI ENGINEERING COLLEGE DEPARTMENT OF CIVIL ENGINEERING SUBJECT CODE : CE6405 YEAR : II SUBJECT NAME : SOIL MECHANICS SEM : IV QUESTION BANK (As per Anna University 2013 regulation) UNIT 1- SOIL

More information

Instructor : Dr. Jehad Hamad. Chapter (7)

Instructor : Dr. Jehad Hamad. Chapter (7) Instructor : Dr. Jehad Hamad Chapter (7) 2017-2016 Soil Properties Physical Properties Mechanical Properties Gradation and Structure Compressibility Soil-Water Relationships Shear Strength Bearing Capacity

More information

*** ***! " " ) * % )!( & ' % # $. 0 1 %./ +, - 7 : %8% 9 ) 7 / ( * 7 : %8% 9 < ;14. " > /' ;-,=. / ١

*** ***!   ) * % )!( & ' % # $. 0 1 %./ +, - 7 : %8% 9 ) 7 / ( * 7 : %8% 9 < ;14.  > /' ;-,=. / ١ ١ ******!" #$ % & '!( ) % * ") +,-./ % 01. 3 ( 4 56 7/4 ) 8%9 % : 7 ;14 < 8%9 % : *7./ = ;-, >/'." Soil Permeability & Seepage ٢ Soil Permeability- Definition ٣ What is Permeability? Permeability is the

More information

CE 240 Soil Mechanics & Foundations Lecture 5.2. Permeability III (Das, Ch. 6) Summary Soil Index Properties (Das, Ch. 2-6)

CE 240 Soil Mechanics & Foundations Lecture 5.2. Permeability III (Das, Ch. 6) Summary Soil Index Properties (Das, Ch. 2-6) CE 40 Soil Mechanics & Foundations Lecture 5. Permeability III (Das, Ch. 6) Summary Soil Index Properties (Das, Ch. -6) Outline of this Lecture 1. Getting the in situ hydraulic conductivity 1.1 pumping

More information

Site Investigation and Landfill Construction I

Site Investigation and Landfill Construction I Site Investigation and Landfill Construction I Gernot Döberl Vienna University of Technology Institute for Water Quality, Resources and Waste Management Contents Site Investigation Base Liners Base Drainage

More information

Mechanics of Mine Backfill

Mechanics of Mine Backfill By This thesis is presented for the Degree of Doctor of Philosophy School of Civil and Resource Engineering December 2007 DECLARATION FOR THESES CONTAINING PUBLISHED WORK AND/OR WORK PREPARED FOR PUBLICATION

More information

IAEA SAFETY STANDARDS Geotechnical Aspects of Site Evaluation and Foundations in NPPs, NS-G-3.6

IAEA SAFETY STANDARDS Geotechnical Aspects of Site Evaluation and Foundations in NPPs, NS-G-3.6 IAEA SAFETY STANDARDS Geotechnical Aspects of Site Evaluation and Foundations in NPPs, NS-G-3.6 Regional Workshop on Volcanic, Seismic, and Tsunami Hazard Assessment Related to NPP Siting Activities and

More information

An effective stress approach to modelling mine backfilling

An effective stress approach to modelling mine backfilling Paper 29 Minefill An effective stress approach to modelling mine backfilling M. Helinski, M. Fahey, The University of Western Australia, Perth, Western Australia, and A.B. Fourie, Australian Centre for

More information

C H A P T E R. Introduction

C H A P T E R. Introduction Copyright 2005, Australian Centre for Geomechanics (ACG), The University of Western Australia. All rights reserved. No part of any ACG publication may be reproduced, stored or transmitted in any form without

More information

Mark Hawley, Piteau Associates Engineering Ltd. John Cunning, Golder Associates Ltd.

Mark Hawley, Piteau Associates Engineering Ltd. John Cunning, Golder Associates Ltd. Introducing: GUIDELINES FOR MINE WASTE DUMP AND STOCKPILE DESIGN Editors: Mark Hawley, Piteau Associates Engineering Ltd. John Cunning, Golder Associates Ltd. 8 November 2017 Sponsorship 8 November 2017

More information

Course Scheme -UCE501: SOIL MECHANICS L T P Cr

Course Scheme -UCE501: SOIL MECHANICS L T P Cr Course Scheme -UCE501: SOIL MECHANICS L T P Cr 3 1 2 4.5 Course Objective: To expose the students about the various index and engineering properties of soil. Introduction: Soil formation, various soil

More information

pcf REQUIRED: Determine the shear strength parameters for use in a preliminary shallow foundation design. SOLUTION:

pcf REQUIRED: Determine the shear strength parameters for use in a preliminary shallow foundation design. SOLUTION: 14.330 SOIL MECHANICS Assignment #8: Shear Strength Solution. PROBLEM #1: GIVEN: A regional residential building contractor is planning on building a custom 4,100 ft² home on Martha s Vineyard, MA. The

More information

UNDP HARARE HOSPITAL PROPOSED NATPHARM WAREHOUSE

UNDP HARARE HOSPITAL PROPOSED NATPHARM WAREHOUSE UNDP HARARE HOSPITAL PROPOSED NATPHARM WAREHOUSE January 17 2016 TO CARRY OUT IN-SITU SOIL SURVEY, LABORATORY TESTS AND GEOTECHNICAL REPORTING. GEOTECHNICAL INVESTIGATIONS REPORT 1 2 Re: GEOTECHNICAL INVESTIGATIONS

More information

TEMPERATURE CHANGE AND THE TOTAL STRESS ANOMALY IN PASTE BACKFILL

TEMPERATURE CHANGE AND THE TOTAL STRESS ANOMALY IN PASTE BACKFILL International Journal of GEOMATE, April, 18 Vol.14, Issue 44, pp.9-95 Geotec., Const. Mat. & Env., DOI: https://doi.org/1.2166/18.44.7121 ISSN: 2186-2982 (Print), 2186-299 (Online), Japan TEMPERATURE CHANGE

More information

Cyclic Triaxial Testing of Water-Pluviated Fly Ash Specimens

Cyclic Triaxial Testing of Water-Pluviated Fly Ash Specimens 2013 World of Coal Ash (WOCA) Conference - April 22-25, 2013 in Lexington, KY http://www.flyash.info/ Cyclic Triaxial Testing of Water-Pluviated Fly Ash Specimens Jeffrey S. Dingrando 1, Michael E. Kalinski

More information

Central Queensland Coal Project Appendix 4b Geotechnical Assessment. Environmental Impact Statement

Central Queensland Coal Project Appendix 4b Geotechnical Assessment. Environmental Impact Statement Central Queensland Coal Project Appendix 4b Geotechnical Assessment Environmental Impact Statement GEOTECHNICAL ASSESSMENT OF OPEN CUT MINING ADJACENT TO THE BRUCE HIGHWAY, CENTRAL QUEENSLAND COAL PROJECT

More information

Geotechnical Engineering Projects

Geotechnical Engineering Projects 203557 Geotechnical Engineering Projects Dr. Warakorn Mairaing Associate Professor Civil Engineering Department Kasetsart University, Bangkok Tel: 02-579-2265 2265 Email: mairaing@yahoo.com 1 Course Outlines

More information

Soils. Technical English - I 10 th week

Soils. Technical English - I 10 th week Technical English - I 10 th week Soils Soil Mechanics is defined as the branch of engineering science which enables an engineer to know theoretically or experimentally the behavior of soil under the action

More information

Changes in soil deformation and shear strength by internal erosion

Changes in soil deformation and shear strength by internal erosion Changes in soil deformation and shear strength by internal erosion C. Chen & L. M. Zhang The Hong Kong University of Science and Technology, Hong Kong, China D. S. Chang AECOM Asia Company Ltd., Hong Kong,

More information

NZQA unit standard New US6 to replace and version 1 Page 1 of 5

NZQA unit standard New US6 to replace and version 1 Page 1 of 5 Page 1 of 5 Title Demonstrate knowledge of mining methods, and analyse and select plant for metalliferous underground extraction Level 6 Credits 20 Purpose People credited with this unit standard are able

More information

Further Research into Methods of Analysing the October 2000 Stability of Deep Open Pit Mines EXECUTIVE SUMMARY

Further Research into Methods of Analysing the October 2000 Stability of Deep Open Pit Mines EXECUTIVE SUMMARY EXECUTIVE SUMMARY This report presents the results of a program of further research into the use of a combined approach of numerical and centrifuge modeling in assessing the stability of deep open pit

More information

GEOTECHNICAL ENGINEERING INVESTIGATION HANDBOOK Second Edition

GEOTECHNICAL ENGINEERING INVESTIGATION HANDBOOK Second Edition GEOTECHNICAL ENGINEERING INVESTIGATION HANDBOOK Second Edition Roy E. Hunt Taylor & Francis Taylor & Francis Croup Boca Raton London New York Singapore A CRC title, part of the Taylor & Francis imprint,

More information

Effect of Cementation on the Shear Strength of Tehran Gravelly Sand Using Triaxial Tests

Effect of Cementation on the Shear Strength of Tehran Gravelly Sand Using Triaxial Tests Journal of Sciences, Islamic Republic of Iran 5(): 65-7 (24) University of Tehran, ISSN 6-4 Effect of Cementation on the Shear Strength of Tehran Gravelly Sand Using Triaxial Tests E. Asghari,, * D. G.

More information

P16 Gravity Effects of Deformation Zones Induced by Tunnelling in Soft and Stiff Clays

P16 Gravity Effects of Deformation Zones Induced by Tunnelling in Soft and Stiff Clays P16 Gravity Effects of Deformation Zones Induced by Tunnelling in Soft and Stiff Clays V. Blecha* (Charles University) & D. Mašín (Charles University) SUMMARY We calculated gravity response of geotechnical

More information

Characterizing and Stabilizing a Historical Tailings Facility: The Rheology to Soil Mechanics Continuum

Characterizing and Stabilizing a Historical Tailings Facility: The Rheology to Soil Mechanics Continuum Characterizing and Stabilizing a Historical Tailings Facility: The Rheology to Soil Mechanics Continuum Amy Adams, Ph.D., P.Eng. Knight Piésold Ltd, North Bay, Ontario, Canada Daniel Friedman, P.Eng. Knight

More information

KDOT Geotechnical Manual Edition. Table of Contents

KDOT Geotechnical Manual Edition. Table of Contents KDOT Geotechnical Manual 2007 Edition The KDOT Geotechnical Manual is available two volumes. Both volumes are very large electronic (pdf) files which may take several minutes to download. The table of

More information

Water in Soil Sections in Craig

Water in Soil Sections in Craig Water in Soil Sections 2.1-2.6 in Craig Outlines Introduction Darcy s Law Volume of water flowing per unit time Measuring K in laboratory Seepage Theory Flow Net Introduction All soils are permeable materials,

More information

Introduction to Soil Mechanics Geotechnical Engineering

Introduction to Soil Mechanics Geotechnical Engineering Introduction to Soil Mechanics Geotechnical Engineering Dr. Attaullah Shah ground SIVA 1 Soil Mechanics= Soil+Mechanics Branch of Science dealing with the structure, Engineering properties and reactions

More information

Introduction to Soil Mechanics

Introduction to Soil Mechanics Introduction to Soil Mechanics Sela Sode and Colin Jones WILEY Blackwell Contents Preface Dedication and Acknowledgments List of Symbols Soil Structure 1.1 Volume relationships 1.1.1 Voids ratio (e) 1.1.2

More information

Centrifuge modelling of municipal solid waste landfills under earthquake loading

Centrifuge modelling of municipal solid waste landfills under earthquake loading Centrifuge modelling of municipal solid waste landfills under earthquake loading N.I. Thusyanthan Ph.D research student, Schofield Centre, University of Cambridge, Cambridge, CB3 0EL, UK. Email: it206@cam.ac.uk

More information

Effect of additives on suspension pipe flow

Effect of additives on suspension pipe flow Effect of additives on suspension pipe flow Paste 2018 RJ Jewell and AB Fourie (eds) 2018 Australian Centre for Geomechanics, Perth, ISBN 978-0-9924810-8-7 https://papers.acg.uwa.edu.au/p/1805_13_graham/

More information

Geology and Soil Mechanics /1A ( ) Mark the best answer on the multiple choice answer sheet.

Geology and Soil Mechanics /1A ( ) Mark the best answer on the multiple choice answer sheet. Geology and Soil Mechanics 55401 /1A (2003-2004) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating

More information

Evaluación global de las mejores prácticas de relleno de minas subterráneas. Presented by: Dr. David Stone, P.E. President MineFill Services, Inc.

Evaluación global de las mejores prácticas de relleno de minas subterráneas. Presented by: Dr. David Stone, P.E. President MineFill Services, Inc. Evaluación global de las mejores prácticas de relleno de minas subterráneas Presented by: Dr. David Stone, P.E. President MineFill Services, Inc. Presentation Overview Backfill in the Mining Cycle Common

More information

Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI Federal Highway Administration Washington, DC

Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI Federal Highway Administration Washington, DC Manual on Subsurface Investigations National Highway Institute Publication No. FHWA NHI-01-031 Federal Highway Administration Washington, DC Geotechnical Site Characterization July 2001 by Paul W. Mayne,

More information

SOIL AND AGGREGATE FUNDAMENTALS STUDENT GUIDE AMRC April, 2006 AREA MANAGER ROADS CERTIFICATION PROGRAM FOR EDUCATIONAL PURPOSES ONLY

SOIL AND AGGREGATE FUNDAMENTALS STUDENT GUIDE AMRC April, 2006 AREA MANAGER ROADS CERTIFICATION PROGRAM FOR EDUCATIONAL PURPOSES ONLY AREA MANAGER ROADS CERTIFICATION PROGRAM AMRC 2011 SOIL AND AGGREGATE FUNDAMENTALS STUDENT GUIDE FOR EDUCATIONAL PURPOSES ONLY April, 2006 WPC #28013 07/09 2009 by British Columbia Institute of Technology

More information

Field Rheology of Mine Tailings & Practical Applications. Tailings & Mine Waste 12 Keystone, Colorado Lawrence Charlebois

Field Rheology of Mine Tailings & Practical Applications. Tailings & Mine Waste 12 Keystone, Colorado Lawrence Charlebois Field Rheology of Mine Tailings & Practical Applications Tailings & Mine Waste 12 Keystone, Colorado Lawrence Charlebois Overview Field Rheology Significance Field Methods & Natural Analogues Flow Mapping

More information

Excavation method in Goushfill mine

Excavation method in Goushfill mine International Journal of Engineering and Technology, 2 (3) (2013) 225-229 Science Publishing Corporation www.sciencepubco.com/index.php/ijet Excavation method in Goushfill mine Masoud Cheraghi Seifabad*,

More information

Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test

Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test Scientific Cooperations Journal of Civil Engineering and Architecture, Vol. 1, Issue. 1, August-2015 31 Effect of Geotextile on the Liquefaction Behavior of Sand in Cyclic Triaxial Test Naeini, Seyed Abolhasan

More information

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3.

Boreholes. Implementation. Boring. Boreholes may be excavated by one of these methods: 1. Auger Boring 2. Wash Boring 3. Implementation Boreholes 1. Auger Boring 2. Wash Boring 3. Rotary Drilling Boring Boreholes may be excavated by one of these methods: 4. Percussion Drilling The right choice of method depends on: Ground

More information

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay 19 Module 5: Lecture -1 on Stability of Slopes Contents Stability analysis of a slope and finding critical slip surface; Sudden Draw down condition, effective stress and total stress analysis; Seismic

More information

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS

IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS IV. ENVIRONMENTAL IMPACT ANALYSIS G. GEOLOGY AND SOILS The following section is a summary of the geotechnical report conducted for the proposed project. The Report of Geotechnical Investigation Proposed

More information

ITASCA Consulting Canada Inc.

ITASCA Consulting Canada Inc. Forward Thinking Engineering World leaders in geomechanics, hydrogeology and microseismicity. Solving problems for clients in the mining industry. Itasca offers advanced, first-hand knowledge of mining

More information

Review of static and seismic stability of a cross-valley sand tailings embankment in a high rainfall, high seismicity setting

Review of static and seismic stability of a cross-valley sand tailings embankment in a high rainfall, high seismicity setting Tailings and Mine Waste Management for the 21 st Century 2015 Paper Number: 52 Review of static and seismic stability of a cross-valley sand tailings embankment in a high rainfall, high seismicity setting

More information

An integrated approach for the design of stable mine backfill sillmats

An integrated approach for the design of stable mine backfill sillmats An integrated approach for the design of stable mine backfill sillmats E. De Souza & A.P. Dirige Department of Mining Engineering Queen s University, Canada Abstract Sillmats are structural elements used

More information

Gotechnical Investigations and Sampling

Gotechnical Investigations and Sampling Gotechnical Investigations and Sampling Amit Prashant Indian Institute of Technology Gandhinagar Short Course on Geotechnical Investigations for Structural Engineering 12 14 October, 2017 1 Purpose of

More information

Mass Wasting. Revisit: Erosion, Transportation, and Deposition

Mass Wasting. Revisit: Erosion, Transportation, and Deposition Mass Wasting Revisit: Erosion, Transportation, and Deposition While landslides are a normal part of erosion and surface processes, they can be very destructive to life and property! - Mass wasting: downslope

More information

Stress distribution in inclined backfilled stopes

Stress distribution in inclined backfilled stopes MINEFILL 2007 Montreal, Qc, Canada Stress distribution in inclined backfilled stopes L. Li 1, M. Aubertin 1,3, A. Shirazi 1,T. Belem 2, R. Simon 1 1 École Polytechnique de Montréal 2 Université du Québec

More information

The effect of stope inclination and wall rock roughness on backfill free face stability

The effect of stope inclination and wall rock roughness on backfill free face stability The effect of stope inclination and wall rock roughness on backfill free face stability Dirige, A. P. E., McNearny, R. L., and Thompson, D. S. Montana Tech of the University of Montana, Butte, Montana,

More information

Implementation of spigot discharge systems for high-density tailings at Sierra Gorda Sociedad Contractual Minera, Chile

Implementation of spigot discharge systems for high-density tailings at Sierra Gorda Sociedad Contractual Minera, Chile Paste 2018 RJ Jewell and AB Fourie (eds) 2018 Australian Centre for Geomechanics, Perth, ISBN 978-0-9924810-8-7 https://papers.acg.uwa.edu.au/p/1805_32_engels/ Implementation of spigot discharge systems

More information

Chapter 1 - Soil Mechanics Review Part A

Chapter 1 - Soil Mechanics Review Part A Chapter 1 - Soil Mechanics Review Part A 1.1 Introduction Geotechnical Engineer is concerned with predicting / controlling Failure/Stability Deformations Influence of water (Seepage etc.) Soil behavour

More information

Cone Penetration Testing in Geotechnical Practice

Cone Penetration Testing in Geotechnical Practice Cone Penetration Testing in Geotechnical Practice Table Of Contents: LIST OF CONTENTS v (4) PREFACE ix (2) ACKNOWLEDGEMENTS xi (1) SYMBOL LIST xii (4) CONVERSION FACTORS xvi (6) GLOSSARY xxii 1. INTRODUCTION

More information

SOIL MECHANICS: palgrave. Principles and Practice. Graham Barnes. macmiiian THIRD EDITION

SOIL MECHANICS: palgrave. Principles and Practice. Graham Barnes. macmiiian THIRD EDITION SOIL MECHANICS: Principles and Practice THIRD EDITION Graham Barnes palgrave macmiiian 'running Contents Preface xii Fine soil 19 List of symbols xiv Mass structure 21 Note on units xix Degree of weathering

More information

Evaluation of the rheology of pipehead flocculated tailings

Evaluation of the rheology of pipehead flocculated tailings Paste 2015 RJ Jewell and AB Fourie (eds) 2015 Australian Centre for Geomechanics, Perth, ISBN 978-0-9924810-1-8 https://papers.acg.uwa.edu.au/p/1504_08_slatter/ Evaluation of the rheology of pipehead flocculated

More information

Geotechnical Properties of Soil

Geotechnical Properties of Soil Geotechnical Properties of Soil 1 Soil Texture Particle size, shape and size distribution Coarse-textured (Gravel, Sand) Fine-textured (Silt, Clay) Visibility by the naked eye (0.05 mm is the approximate

More information

Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation

Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation Numerical analysis of effect of mitigation measures on seismic performance of a liquefiable tailings dam foundation Yong-Beom Lee, Jorge Castillo Ausenco, USA Aurelian C. Trandafir Fugro GeoConsulting

More information

Shear strength. Common cases of shearing In practice, the state of stress in the ground will be complex. Common cases of shearing Strength

Shear strength. Common cases of shearing In practice, the state of stress in the ground will be complex. Common cases of shearing Strength Shear strength Common cases of shearing Strength Near any geotechnical construction (e.g. slopes, excavations, tunnels and foundations) there will be both mean and normal stresses and shear stresses. The

More information

Acid Mine Drainage Risk Assessment Utilizing Drill- Hole Data and Geological Modelling Tools

Acid Mine Drainage Risk Assessment Utilizing Drill- Hole Data and Geological Modelling Tools Acid Mine Drainage Risk Assessment Utilizing Drill- Hole Data and Geological Modelling Tools Claire Linklater, Alison Hendry and John Chapman SRK Consulting, Australia ABSTRACT For an Australian iron ore

More information

Rock & Aggregate Drop Inlet Protection

Rock & Aggregate Drop Inlet Protection Rock & Aggregate Drop Inlet Protection SEDIMENT CONTROL TECHNIQUE Type 1 System Sheet Flow Sandy Soils Type 2 System [1] Concentrated Flow Clayey Soils Type 3 System Supplementary Trap Dispersive Soils

More information

Class Principles of Foundation Engineering CEE430/530

Class Principles of Foundation Engineering CEE430/530 Class Principles of Foundation Engineering CEE430/530 1-1 General Information Lecturer: Scott A. Barnhill, P.E. Lecture Time: Thursday, 7:10 pm to 9:50 pm Classroom: Kaufmann, Room 224 Office Hour: I have

More information

A. V T = 1 B. Ms = 1 C. Vs = 1 D. Vv = 1

A. V T = 1 B. Ms = 1 C. Vs = 1 D. Vv = 1 Geology and Soil Mechanics 55401 /1A (2002-2003) Mark the best answer on the multiple choice answer sheet. 1. Soil mechanics is the application of hydraulics, geology and mechanics to problems relating

More information

The Russian Practice of Assessment of Earth Dam Seepage Strength

The Russian Practice of Assessment of Earth Dam Seepage Strength The Russian Practice of Assessment of Earth Dam Seepage Strength V. Radchenko I. Belkova O. Rumyantsev Vedeneev All-Russian Research Institute of Hydraulic Engineering Inc. (JSC «Vedeneev VNIIG») RusHydro

More information

Pit Slope Optimization Based on Hydrogeologic Inputs

Pit Slope Optimization Based on Hydrogeologic Inputs Pit Slope Optimization Based on Hydrogeologic Inputs G. Evin, F. Henriquez, V. Ugorets SRK Consulting (U.S.), Inc., Lakewood, Colorado, USA ABSTRACT With the variability of commodity prices and the constant

More information

An evaluation of cyclone performance to improve the quality of cyclone underflow material for tailings disposal

An evaluation of cyclone performance to improve the quality of cyclone underflow material for tailings disposal Paste 2013 R.J. Jewell, A.B. Fourie, J. Caldwell and J. Pimenta (eds) 2013 Australian Centre for Geomechanics, Perth, ISBN 978 0 9870937 6 9 An evaluation of cyclone performance to improve the quality

More information

Particle Density Meter (PDM) Noel Lambert Clean Process Technologies Nicholas Cox Clean Process Technologies Peter Taylor Quality Handling Systems

Particle Density Meter (PDM) Noel Lambert Clean Process Technologies Nicholas Cox Clean Process Technologies Peter Taylor Quality Handling Systems Particle Density Meter (PDM) Noel Lambert Clean Process Technologies Nicholas Cox Clean Process Technologies Peter Taylor Quality Handling Systems What is Particle Density? Particle Density Bulk Density

More information

Farimah MASROURI. Professor in Geotechnical Engineering. LAEGO : Research Center In Geomechanics & Geoenvironmental Engineering

Farimah MASROURI. Professor in Geotechnical Engineering. LAEGO : Research Center In Geomechanics & Geoenvironmental Engineering Farimah MASROURI Professor in Geotechnical Engineering LAEGO : Research Center In Geomechanics & Geoenvironmental Engineering Nancy Université France http://www.laego.org 1/29 Nancy 90 min by TGV Paris

More information

Slurry to soil clay behaviour model using methylene blue to cross the process / geotechnical engineering divide

Slurry to soil clay behaviour model using methylene blue to cross the process / geotechnical engineering divide Slurry to soil clay behaviour model using methylene blue to cross the process / geotechnical engineering divide ABSTRACT P. S. Wells Suncor Energy H. A.W. Kaminsky Suncor Energy The models and formulae

More information

SHEAR STRENGTH OF SOIL

SHEAR STRENGTH OF SOIL SHEAR STRENGTH OF SOIL Necessity of studying Shear Strength of soils : Soil failure usually occurs in the form of shearing along internal surface within the soil. Shear Strength: Thus, structural strength

More information

HUDSON BAY MINING AND SMELTING CO., LIMITED FLIN FLON TAILINGS IMPOUNDMENT SYSTEM. Dust Control Guidelines

HUDSON BAY MINING AND SMELTING CO., LIMITED FLIN FLON TAILINGS IMPOUNDMENT SYSTEM. Dust Control Guidelines HUDSON BAY MINING AND SMELTING CO., LIMITED FLIN FLON TAILINGS IMPOUNDMENT SYSTEM Dust Page 1 of 10 TABLE OF CONTENTS 1.0 INTRODUCTION... 3 2.0 DEFINITIONS OF TERMINOLOGY... 3 3.0 METHODS OF DUST CONTROL...

More information

1. Rock Mechanics and mining engineering

1. Rock Mechanics and mining engineering 1. Rock Mechanics and mining engineering 1.1 General concepts Rock mechanics is the theoretical and applied science of the mechanical behavior of rock and rock masses; it is that branch of mechanics concerned

More information

Geology 229 Engineering Geology. Lecture 8. Elementary Soil Mechanics (West, Ch. 7)

Geology 229 Engineering Geology. Lecture 8. Elementary Soil Mechanics (West, Ch. 7) Geology 229 Engineering Geology Lecture 8 Elementary Soil Mechanics (West, Ch. 7) Outline of this Lecture 1. Introduction of soil properties 2. Index properties of soils Soil particles Phase relationship

More information

MAD345 - Mining II INTRODUCTION. 10 October Hacettepe University. Introduction Prospecting Mining Dilution Resource and Reserve Estimation

MAD345 - Mining II INTRODUCTION. 10 October Hacettepe University. Introduction Prospecting Mining Dilution Resource and Reserve Estimation MAD345 - Mining II INTRODUCTION 10 October 2018 Course content MAD345 THEORY Date October, 10 October, 17 October, 24 October, 31 November, 7 November, 14 November, 21 Topic Introduction Prospecting, exploration

More information

(Refer Slide Time: 02:10)

(Refer Slide Time: 02:10) Soil Mechanics Prof. B.V.S. Viswanathan Department of Civil Engineering Indian Institute of Technology, Bombay Lecture 24 Flow of water through soils-v Welcome to lecture five of flow of water through

More information

10. GEOTECHNICAL EXPLORATION PROGRAM

10. GEOTECHNICAL EXPLORATION PROGRAM Geotechnical site investigations should be conducted in multiple phases to obtain data for use during the planning and design of the tunnel system. Geotechnical investigations typically are performed in

More information

Hydrogeology of Deep Borehole Disposal for High-Level Radioactive Waste

Hydrogeology of Deep Borehole Disposal for High-Level Radioactive Waste SAND2014-18615C Hydrogeology of Deep Borehole Disposal for High-Level Radioactive Waste Geological Society of America Annual Meeting October 20, 2014 Bill W. Arnold, W. Payton Gardner, and Patrick V. Brady

More information

Soil Mechanics III. SOIL COMPOSITION WEIGHT-VOLUME RELATIONSHIPS TERMINOLOGY AND DEFINITIONS

Soil Mechanics III. SOIL COMPOSITION WEIGHT-VOLUME RELATIONSHIPS TERMINOLOGY AND DEFINITIONS Soil Mechanics III. SOIL COMPOSITION WEIGHT-VOLUME RELATIONSHIPS TERMINOLOGY AND DEFINITIONS Soil Basic Terminology Basic Terminology Porosity. Porosity of a soil mass is the ratio of the volume of voids

More information

Nipigon River Landslide, Ontario, Canada

Nipigon River Landslide, Ontario, Canada Nipigon River Landslide, Ontario, Canada A. Abdelaziz, S. Besner, R. Boger, B. Fu, J. Deng, and A. Farina Presenter: Jian Deng, Ph.D, P.Eng Centre of Excellence for Sustainable Mining and Exploration,

More information

The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally

The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally The process of determining the layers of natural soil deposits that will underlie a proposed structure and their physical properties is generally referred to as sub surface investigation 2 1 For proper

More information

OVERVIEW OF ER DRILLING IN EARTH EMBANKMENT DAMS AND

OVERVIEW OF ER DRILLING IN EARTH EMBANKMENT DAMS AND OVERVIEW OF ER 1110-1-1807 DRILLING IN EARTH EMBANKMENT DAMS AND 255 255 255 237 237 237 0 0 0 217 217 217 LEVEES 163 163 163 200 200 200 131 132 122 239 65 53 80 119 27 110 135 120 Requirements and Processes

More information

University of Saskatchewan

University of Saskatchewan University of Saskatchewan Geological Engineering GEOE 498.3 Introduction to Mineral Engineering Lecture 2 Underground Mining Methods Bulk vs. Selective Reasons for Selection (Geotechnical, Geometry, Value,

More information

Predicting Settlement and Stability of Wet Coal Ash Impoundments using Dilatometer Tests

Predicting Settlement and Stability of Wet Coal Ash Impoundments using Dilatometer Tests Predicting Settlement and Stability of Wet Coal Ash Impoundments using Dilatometer Tests Chris Hardin, P.E. CH2M Hill, Charlotte, North Carolina, E-mail: Chris.Hardin@ch2m.com Roger Failmezger, P.E., F.

More information

Tailings Dam Classification and Breach Analyses, Perspectives from the Canadian Dam Association

Tailings Dam Classification and Breach Analyses, Perspectives from the Canadian Dam Association Tailings Dam Classification and Breach Analyses, Perspectives from the Canadian Dam Association May 10, 2017 Amec Foster Wheeler 2017. Tailings Dam Classification and Breach Analyses, Perspectives from

More information

ENGINEERING GEOLOGY AND ROCK ENGINEERING ASPECTS OF OPERATION AND CLOSURE OF KBS-3

ENGINEERING GEOLOGY AND ROCK ENGINEERING ASPECTS OF OPERATION AND CLOSURE OF KBS-3 ENGINEERING GEOLOGY AND ROCK ENGINEERING ASPECTS OF OPERATION AND CLOSURE OF KBS-3 DAVID SAIANG Principal Consultant SRK Consulting Sweden NEIL MARSHALL Corporate Consultant SRK Consulting UK 1 of XX SRK

More information

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay

Prof. B V S Viswanadham, Department of Civil Engineering, IIT Bombay 13 Permeability and Seepage -2 Conditions favourable for the formation quick sand Quick sand is not a type of sand but a flow condition occurring within a cohesion-less soil when its effective stress is

More information

2016 Semester Terms and Dates Summary

2016 Semester Terms and Dates Summary 2016 Semester Terms and Dates Summary Session Code Session Description Formal Semester Start Date Last Date to Enrol Census Date W Date End of Semester Assessments Due Results Published 1605 Semester 1

More information

Effect of Cementation on the Shear Strength of Tehran Gravelly Sand Using Triaxial Tests

Effect of Cementation on the Shear Strength of Tehran Gravelly Sand Using Triaxial Tests Journal of Sciences, Islamic Republic of Iran 5(): 65-7 (24) University of Tehran, ISSN 6-4 Effect of Cementation on the Shear Strength of Tehran Gravelly Sand Using Triaxial Tests E. Asghari,,* D.G. Toll,

More information

Micro-scale modelling of internally

Micro-scale modelling of internally Micro-scale modelling of internally unstable soils Dr Tom Shire School of Engineering, University of Glasgow 1 st September 2017 Outline Internal instability Micro-scale modelling Hydromechanical criteria

More information

GEOTECHNICAL ENGINEERING II. Subject Code : 06CV64 Internal Assessment Marks : 25 PART A UNIT 1

GEOTECHNICAL ENGINEERING II. Subject Code : 06CV64 Internal Assessment Marks : 25 PART A UNIT 1 GEOTECHNICAL ENGINEERING II Subject Code : 06CV64 Internal Assessment Marks : 25 PART A UNIT 1 1. SUBSURFACE EXPLORATION 1.1 Importance, Exploration Program 1.2 Methods of exploration, Boring, Sounding

More information

GEOL 314 Engineering Geology

GEOL 314 Engineering Geology GEOL 314 Engineering Geology Dr. Robert Mitchell ES234 Winter 2013 650-3591 robert.mitchell@wwu.edu http://kula.geol.wwu.edu/rjmitch/ Office Hours: MWF 2-3:00 pm or by arrangement Text: Geotechnical Engineering

More information

Soil Mechanics I 1 Basic characteristics for soils. Introduction Description State Classification

Soil Mechanics I 1 Basic characteristics for soils. Introduction Description State Classification Soil Mechanics I 1 Basic characteristics for soils Introduction Description State Classification 1 Introduction GEOTECHNICAL STRUCTURES [1] 2 Introduction Geotechnical (Engineering Geology) Site Investigation

More information

CPT Applications - Liquefaction 2

CPT Applications - Liquefaction 2 CPT Applications - Liquefaction 2 Peter K. Robertson CPT in Geotechnical Practice Santiago, Chile July, 2014 Definitions of Liquefaction Cyclic (seismic) Liquefaction Zero effective stress (during cyclic

More information

FUNDAMENTALS SOIL MECHANICS. Isao Ishibashi Hemanta Hazarika. >C\ CRC Press J Taylor & Francis Group. Taylor & Francis Group, an Informa business

FUNDAMENTALS SOIL MECHANICS. Isao Ishibashi Hemanta Hazarika. >C\ CRC Press J Taylor & Francis Group. Taylor & Francis Group, an Informa business SOIL MECHANICS FUNDAMENTALS Isao Ishibashi Hemanta Hazarika >C\ CRC Press J Taylor & Francis Group Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Group, an Informa business

More information