For Mining and Civil Applications Carel de Beer Senior Geotechnical Consultant Sound Mining Solution.

Slides:



Advertisements
Similar presentations
SITE INVESTIGATION.
Advertisements

Hydraulic Impact Hammer (hoe ram)
GEOLOGIST! By: Tucker Roberts. What is their field of Science? The Earth! The Earth!
Classification systems in slope stability analysis
Team J: Naadirah Custis, Deion Floyd
Samrat Mohanty, PhD, PE, Senior Engineer, Agapito Associates, Inc
Design Parameters.
EEG 608 ROCK ENGINEERING II.
STABILITY ANALYSIS IN PRESENCE OF WATER Pore pressures Rainfall Steady state flow and transient flow.
Geotechnical Investigation Step 1 - Gather Existing Information Structure Data Bridge, building, road, wall, etc. Type - stories, loads, materials, etc.
John Edwards EH Consultants Ltd Treated differently – when it should be the same Treated the same – when it should be different Issues – the bigger picture.
A Presentation On Geo Textiles : Perspective from the Construction Sector By D C DE CONSULTING ENGINEERING SERVICES (INDIA) PRIVATE LIMITED FEDERATION.
FACTORS AFFECTING SLOPE FAILURE Introduction Sr. No Name of the parameters and properties Details 1Geological DiscontinuitiesFault, Joint, bedding plane,
OUTLINE Engineering Properties of Rock Formations 1- Rock Material and Rock Mass Concept 2- Rock Material Properties 3- Rock Mass Properties 4- Investigation.
Sensitivities in rock mass properties A DEM insight Cédric Lambert (*) & John Read (**) (*) University of Canterbury, New Zealand (**) CSIRO - Earth Science.
Rock Engineering for a Megaton Detector Charles Nelson CNA Consulting Engineers.
Field Borings and Cone Penetration Testing
ROCK MASS CLASSIFICATIONS
Part 4 MITIGATION OF FOUNDATION PROBLEMS ON EXPANSIVE SOILS.
SOIL, GEOTECHNICAL ENGINEERING AND FOUNDATION ENGINEERING
Rock Coring Obtain undisturbed samples of solid, fractured, or weathered rock formations.
SLOPE STABILITY IN OPENCAST MINES
KC1: Concept of skill and skilled performance
Students: Nadia Goshmir, Yulia Koretsky Supervisor: Shai Rozenrauch Industrial Project Advanced Tool for Automatic Testing Final Presentation.
CSM/CNA UNO R&D Proposal Lee Petersen –CNA Consulting Engineers Mark Kuchta –Colorado School of Mines Requested budget: $200k/year for two years Cavern.
C ONTACT STRESS IN CIVIL ENGINEERING. Introduction 1 Skyscrapers Bridges Dams How are these constructions supported? Why are all these large constructions.
Tunnel Engineering for Indian Railways
Core orientation in vertical holes. Vertical hole in Portugal Ground investigation for mine shaft 1250m deep (planned) 5m radius Drillcon drilling contractor.
Earls Mill Road Retaining Wall Ground Anchors and Strengthening.
Project Name Date of Completion: Fill in Here Program Summary: Please type your program summary here. It should be 25 words or less. I'm just typing this.
Pre-Excavation Rock Evaluation 1)Goal- Excavate the largest possible safe and stable detector chamber 2) Procedure a) measure characteristics of the rock.
Project Phoenix – An Update EuMetCAL Workshop Toulouse, August 2008 Jaymie Gadal.
LINTON UNIVERSITY COLLEGE SCHOOL OF CIVIL ENGINEERING Dr. Deepak T. J. CE – 2211 PROFESSIONAL SKILLS Review: Skills and Experience.
Samit Sengupta Geologix Ltd.
Interpretation of Rock Properties
Project ID # Building Area Fill in Here Cost per Square Foot Fill in Here Construction Cost Fill in Here Date of Completion Fill in Here Program Summary.
Project Site Description Area – 2,30,327 m 2 Global Position – Between N ’20” to N ’71” and E ’50” to E ’80” Elevation – +14.5m.
Faculty of Civil Engineering, UiTM CORRELATION BETWEEN UCS AND P-WAVE VELOCITY FOR TROPICAL WEATHERED SANDSTONE IN SELANGOR Amy Melati Mokhtar, ,
SITE INVESTIGATION.
Operations Description
DASARI SURESH ASST. MANAGER (MINING)  What is fragmentation ?  Fragmentation is the process of breaking the solid in-situ rock mass into several smaller.
Engineering properties of rock Prepared by :- Kumari Pooja 3 rd sem civil department 13oo
SOIL MECHANICS AND FOUNDATION ENGINEERING-II (CE 311)
Laguna Site Investigation Geological and Geotechnical Models Petteri Somervuori, Espoo,
Backgrounds and Plaster
Project Name Program Summary:
Geotechnical Investigation
Façade Management Consulting
TECHNICAL BRIEFING ON PROOF CORING WORKS FOR MICROPILES
Hkkjr dksfdax dksy fyfeVsM
Using Moldflow to evaluate internal stresses and shrinkage
SUB SURFACE INVESTIGATION
DARSHAN INSTITUTE OF ENGINEERING & TECHNOLOGY
Core orientation in vertical holes
Lecturer: Dr. Frederick Owusu-Nimo
Mudlog Object - Pilot Samit Sengupta.
Drilling and sampling in foundation engineering
Floors.
16th Australasian Tunnelling Conference
SWOT Analysis Use this space for description of Strengths: Point 1
Backgrounds and plaster
Project Name Program Summary:
Open Portal Slope and Support Design:
Example of Wood Oak Maple Birch Nice to meet you. Our theme is wood.
CHAPTER THREE DISCONTINUITIES
Surface and Subsurface Geological Investigation
PAT GEOTECHNIC INTRODUCTION TO GEOTECHNICAL ENGINEERING.
Master of Engineering PETE 665 PETE 662 PETE 661 PETE 663 PETE 664
Well Samples: Sidewall Cores
Presentation transcript:

for Mining and Civil Applications Carel de Beer Senior Geotechnical Consultant Sound Mining Solution

 “Because the senior geologist said so”  “I don’t know”

 To determine rock mass parameters for mine or foundation design  To get as much relevant information from the core as possible

 Civil  DOTPLOT  Excel  Mining  Excel  Aquarius  SABLE  ect.  No UNIVERSAL STANDARD in SA

 Define clear expected outcomes  Choose the correct drilling method and size  Use a experienced drilling contractor  Good drilling management  Use an experienced engineering geologist/technologist  Define the logging standard to be used  Log the core at the drill rig

 Log core on a daily basis at the rig  Process:  Material Recovery Log per core run (incl. RQD)  Geotechnical Unit (Rock material description)  Discontinuity Description per set  Sample selection  Point Load Testing  Core Photograph

 Rock Material  Moisture  Colour  Fabric  Texture  Rock mass strength  Weathering/decomposition  Fracturing  Rock type

 Discontinuity description per set  Type  Spacing  Orientation  Persistence  Roughness  Waviness  Wall separation  Fill thickness  Infill type  Fill strength  Wall strength  Wall weathering

 Only 20 parameters (8Rock 12 discont.)  Each parameter has a predefined list of options  ROCKMASS STRENGTH  Very weak (1 – 3 MPa)  Weak (5- 10 MPa)  Medium strong (10-25 MPa)  Strong (25-50 MPa)  very Strong ( MPa)  Extremely Strong (150+ MPa)

 Relational Database for material recovery, rock- mass description, point-load tests, de-survey log, acoustic log and lab results.

 Conduct drilling management. Driller has up to 20% influence on your final rock mass rating.  Proper geotechnical drilling is expensive. Get as much information from that core you can. Now.  Don’t log for a specific rock mass classification system!  Do a complete description (20 parameters)