Munawar Islam is a geologist seeking a career position where he can utilize his organizational skills. He has over 5 years of experience as an engineering geologist working on hydroelectric power and infrastructure projects. His technical skills include drilling supervision, geological mapping, grouting, and geotechnical testing. He holds a BSc in Applied Geology from the University of the Punjab and is proficient in software like AutoCAD and ArcGIS.
Geotechnical report by Dr. Malek Samdi of GEOTILLDr. Malek Smadi
GEOTILL Engineering (www.geotill.com) is Geotechnical Services Provider of comprehensive, and cost effective Civil and Geotechnical Engineering services for clients located throughout the Midwest in Indiana, Illinois, Michigan, Ohio, Kentucky and Missouri. Provides Geotechnical Engineering - onshore, nearshore and offshore foundations; excavations, slopes, retaining structures, tunnels, ground improvement. Numerical Analysis in 2D and 3D for the optimized design and assessment of ground displacements and soil-structure interaction.
Tunnel Engineering – investigation, planning, design, documentation and construction supervision of tunnels for roads, rail, power supply, water supply and sewerage systems.
Geotechnical report by Dr. Malek Samdi of GEOTILLDr. Malek Smadi
GEOTILL Engineering (www.geotill.com) is Geotechnical Services Provider of comprehensive, and cost effective Civil and Geotechnical Engineering services for clients located throughout the Midwest in Indiana, Illinois, Michigan, Ohio, Kentucky and Missouri. Provides Geotechnical Engineering - onshore, nearshore and offshore foundations; excavations, slopes, retaining structures, tunnels, ground improvement. Numerical Analysis in 2D and 3D for the optimized design and assessment of ground displacements and soil-structure interaction.
Tunnel Engineering – investigation, planning, design, documentation and construction supervision of tunnels for roads, rail, power supply, water supply and sewerage systems.
This thesis focuses on assessing and integrating the information available during the
beginning of the exploration phase when an exploratory well has been drilled and has
found a new accumulation. The studied data set consist of cores and fluid laboratory
analysis, logs, well testing and seismic. The main objectives are: (i) develop the static
and dynamic models from the outset of the exploration stage when the geological
framework is still poorly understood; (ii) predict reservoir properties, e.g., permeabilitythickness
product, reservoir average permeability and productivity index by applying
analytical and numerical solutions. In order to achieve the goals this thesis proposes an
innovative manner to model the reservoir based on hydraulic flow unit concept. The
workflow generated allows decoupling of geological rock facies from reservoir fluid
flow behavior.
The early data integration and modeling permits to identify and address the key
uncertainties concerning the discovery and to assist and buttress well test design and
interpretations. Moreover, it allows a preliminary understanding of the reservoir and
helps to guide the subsequent steps of the exploration.
The hydrocarbon accumulation consists of a deepwater carbonate reservoir revealing to
be highly heterogeneous and in general composed by thin layers displaying a significant
contrast in flow potential. Despite such heterogeneity the employed methodology
succeeds in adjusting a permeability curve with core measurements. Following the
workflow the entire upscaling process moving from cores to well-logs, from well-logs
to static model and finally, from static model to dynamic model is described.
Furthermore, all the steps to populate the models with petrophysical attributes and the
analytical methods to predict reservoir parameters are also presented.
Stability analysis of open pit slope by finite difference methodeSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
This thesis focuses on assessing and integrating the information available during the
beginning of the exploration phase when an exploratory well has been drilled and has
found a new accumulation. The studied data set consist of cores and fluid laboratory
analysis, logs, well testing and seismic. The main objectives are: (i) develop the static
and dynamic models from the outset of the exploration stage when the geological
framework is still poorly understood; (ii) predict reservoir properties, e.g., permeabilitythickness
product, reservoir average permeability and productivity index by applying
analytical and numerical solutions. In order to achieve the goals this thesis proposes an
innovative manner to model the reservoir based on hydraulic flow unit concept. The
workflow generated allows decoupling of geological rock facies from reservoir fluid
flow behavior.
The early data integration and modeling permits to identify and address the key
uncertainties concerning the discovery and to assist and buttress well test design and
interpretations. Moreover, it allows a preliminary understanding of the reservoir and
helps to guide the subsequent steps of the exploration.
The hydrocarbon accumulation consists of a deepwater carbonate reservoir revealing to
be highly heterogeneous and in general composed by thin layers displaying a significant
contrast in flow potential. Despite such heterogeneity the employed methodology
succeeds in adjusting a permeability curve with core measurements. Following the
workflow the entire upscaling process moving from cores to well-logs, from well-logs
to static model and finally, from static model to dynamic model is described.
Furthermore, all the steps to populate the models with petrophysical attributes and the
analytical methods to predict reservoir parameters are also presented.
Stability analysis of open pit slope by finite difference methodeSAT Publishing House
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
SLOPE STABILITY RADAR-AN ADVANCED SLOPE MOVEMENT MONITORING SYSTEMRathin Biswas
Pit Slope Monitoring is a vital concern for Geotechnical Engineering. An early warning is required for
safety of the miners; proper selection of the monitoring tool is a vital parameter for miners safety visa-
vis economics. Slope Stability Radar being an advanced monitoring system, gives advance information
for slope movement.
Numerical analysis of block caving induced instability in large open pit slopesDr. Alex Vyazmensky
This paper addresses one of the most challenging problems in mining rock engineering - the interaction between block cave mining and a large overlying open pit. The FEM/DEM modelling approach was utilized in the analysis of block caving-induced step-path failure development in a large open pit slope. Analysis indicated that there is a threshold percentage of critical intact rock bridges along a step-path failure plane that may ensure stability of an open pit throughout caving operations. Transition from open pit to underground mining at Palabora mine presents an important example of a pit wall instability triggered by caving. Using combined FEM/DEM-DFN modelling it was possible to investigate the formation of a basal failure surface within an open pit slope as a direct result of cave mining. The modelling of Palabora highlighted the importance of rock mass tensile strength and its influence on caving-induced slope response.
Slope stability radar a need for open pit mines stabilityNIRAJ6665
Slope stability radar is a relatively new technology and is improving the way mines manage and minimize the risks associated with slope instability, enabling the appropriate precautionary measures to be taken. This technology meets the requirements that a monitoring system should have regarding precision, area coverage and failure mode detection. It is reliable in a variety of conditions, operates in a safe mode not requiring personnel to work on or near instability, and does not obstruct mining operations. The radar is equipped with a wireless link which transmits data in real time so engineers can make immediate decisions without having to be near a potentially unstable slope and the radar is trailer mounted for easy relocation. A variety of displays for data interpretation are available including deformation maps, digital photographs for reference and plots of deformation over time of specific points on the wall face. Alarm thresholds can be set, and are based upon total deformation and deformation of an area over a time frame.
Key words: Open Pit Mines Stability, Slope Stability Radar
Mass Mining Services and Statement of QualificationAydar Kairbekov
Since 2005, Itasca has been one of the key contributors in the extensive research project on large open-pit stability, the Large Open Pit (LOP) project, initiated by the CSIRO Division of Exploration & Mining.
One of the central objectives in open pit mining is establishing reliable slopes; slopes that are predictable even in failure, in order to prevent severe consequences. Itasca has been an integral part in the study of the relation between rock mass strength and deformability, and slope failure mechanisms.
As part of the LOP project, Itasca developed a completely new software called Slope Model. The software uses the concept of the Synthetic Rock Mass (SRM) approach applied to the specific case of rock slopes. In practice, Slope Model allows a 3D sector of a rock slope to be interactively defined and simulated, or arbitrary pit geometry can be defined and imported. SRM allows movement on joints (sliding and opening) as well as fracture of intact rock. Thus, the large-scale rock mass behavior (which cannot be measured directly) is synthesized from the component behaviors (which can be measured).
Slope Model is designed to simulate rock masses in which overall failure is a combination of slip and opening on joints and intact-rock failure. Non-steady fluid flow and pressure within the network of joint segments and the rock matrix are modeled, and several aspects of fluid-rock interaction are represented, such as effective stress (for sliding behavior) and pressure response to slope deformation (e.g., bench removal).
A presentation on the Geotechnical Studies associated with the Rosemont Copper Project developed by the Tetra Tech. This presentation was given to the Forest Service and their contractors during technical transfer meetings in November 2008.
The 5 Levels of Talent Mining from SourceCon 2010 DCGlen Cathey
My SourceCon 2010 DC Keynote at the International Spy Museum on the 5 Levels of Talent Mining. I explore the value of human capital data, how talent mining has significant advantages over the predictive control of candidate variables when compared to other methods of sourcing candidates, and what I believe to be the future of sourcing, which is Talent Intelligence and Analytics.
1. Munawar Islam
M: 0311 1515 971 / 0306 444 1920
E: munawarislam@ymail.com
Career Objective
To establish a career in geology where my organisational skills will be put to best use. I am
committed to continuous training and development, and would like to progress to
management level as a technical services manager or operations manager.
Education
Bachelor of Science (Applied Geology) – Honours
2005-2009
University of the Punjab
Lahore, Pakistan
Technical skills
Drilling supervision (Coring & Non-coring)
o Logging
o Core Recovery
o Rock Quality Designation
o Core sample dressing & waxing
o Sampling and storing drill core
o Core box writing
o Core box photography
o Water Pressure Test
o Permeability test (Constant Head & falling Head)
o Standard Penetration Test For silt sand & clays
o Dynamic Cone Penetration Test for Gravels
o Use of Denison, Pitcher & Shelby sample tubes
o Sounding
o Water table check
o Installation & study of Piesometer
o Test Pits
2. Grouting
o GIN Grouting(P*V)
o Consolidation grouting
o Conventional grouting
o Curtain grouting
o Get high pressure grouting
Geological surface mapping
o Scan line survey
o Discontinuity survey
o Topographic survey
Shotcrete, Rock bolting and anchoring
o Maintain cut slope stability
o Maintain Foundation stability
o Maintain tunnel & edit stability
o Aligning, cutting, measuring, orientating
Experience
Worked as Geologist with two companies for more than five years. Detail is as under
Sinohydro Group Ltd (September 2014-Present)
PioneerAssociates(June 2009-August2014)
Sinohydro Group Ltd (September 2014- Present)
Project: Tarbela 4th
ExtensionHydro PowerProject
Location: Tarbela Dam, Haripur
Designation: Engineering Geologist
Responsibilities:
Detailed Geotechnical Investigation through Drilling & open Test Pits
Detailed litho logical logging for soil and rock
Detailed Surface Geological mapping
Detailed scan line survey
3. Detailed discontinuity survey
Grouting (Consolidation Grouting through GIN Method, Conventional Grouting & Jet
Grouting)
Conduct daily development checks
Perform data collection and reporting To contractor & consultant
Pioneer Associates (June 2009-August 2014)
April 2014 – August 2014
Project: Tarbela 4th
ExtensionHPP
Location: Tarbela Dam, Haripur
Designation: Engineering Geologist
Responsibilities:
Detailed Geotechnical Investigation through Drilling & open Test Pits
Detailed litho logical logging for soil and rock
Detailed scan line survey
Detailed discontinuity survey
Conduct daily development checks
Perform data collection and reporting To contractor & consultant
Completed sampling and storing for the drill core
Managed core preparation, including marking measurements, photographing and
sampling
Standard Penetration Test
Dynamic Cone Penetration Test
Permeability Test
Preserved Core in the core boxes
June 2103 – March 2014
Designation: Engineering Geologist
4. Project:Koragh Parait Hydro PowerProject
Location: Chitral
Responsibilities:
Detailed Geotechnical Investigation through Drilling & open Test Pits
Detailed litho logical logging for soil and rock
Detailed Surface Geological mapping
Detailed scan line survey
Detailed discontinuity survey
Conduct daily development checks
Perform data collection and reporting To contractor & consultant
Completed sampling and storing for the drill core
Managed core preparation, including marking measurements, photographing and
sampling
December2012 –June 2013
Designation: Engineering Geologist
Project:Munda Dam Hydro PowerProject
Location:Mohmand Agency, Peshawar, KPK
Responsibilities:
Detailed Geotechnical Investigation through Drilling & open Test Pits
Detailed litho logical logging for soil and rock
Detailed Surface Geological mapping
Detailed scan line survey
Detailed discontinuity survey
Conduct daily development checks
Perform data collection and reporting To contractor & consultant
Completed sampling and storing for the drill core
Managed core preparation, including marking measurements, photographing and
sampling
5. Exploration Project
December2011–May2012
Designation: Engineering Geologist
Project: Coalexploration and estimation survey
Location:Chakwal, SaltRange, Punjab
Responsibilities:
Coal exploration and estimation survey
Drilling up to 300 meter depth to explore coal seam and estimation of existing
reservoir
Geo litho logical logging, core preservation, labeling and sampling
Special preservation of coal unit
Bridges and Water Heads
September 2009–February2011
Designation: Engineering Geologist
Location:Punjab, KPK and Kashmir
Feburary 2013
Geotechnical Investigation of Sahuka Akuka connection Bridge Chishtian Punjab
with association of NHA
July 2012
Geotechnical Investigation of Pusha Bridge D.I Khan with association of EGC
July 2012
6. Geotechnical Investigation of Ghambela Bridge with association of AAA.
August 2012
Geotechnical Investigation of Doaab Canal Head Okara, Punjab with association of
GRC & NESPAK
September – October 2012
Geotechnical Investigation of Hullar Bridge District Bagh AJK with association of
CXB & NESPAK
October-November 2012
Geotechnical Investigation of Naumanpura Bridge District Bagh AJK with
association of CXB & NESPAK
December 2012
Geotechnical Investigation of Neavy Colony Connection Bridge Phase I & II Islamabad
with association of SS & A
Responsibilities:
Supervised drilling
Standard Penetration Test
Dynamic Cone Penetration Test
Permeability Test
Preserved Core in the core boxes
Labeling core boxes and sampling
Formation of litho logical logs
Formation of daily progress report
Daily check record provided to contractor & consultant
Multistory buildings, and Transmission Line
Designation: Engineering Geologist
Location:Punjab & KPK
August 2012
7. Geotechnical Investigation of Multistory Tableeghi Markaz Naushera KPK with
association of AAA
August 2012
Geotechnical Investigation of Multistory Islamic School Naushera KPK with
association of AAA
May-July 2012
Geotechnical Investigation for 20 kv Transmission Line Multan with association of
BARQAAB
Responsibilities:
Supervised drilling
Standard Penetration Test
Dynamic Cone Penetration Test
Permeability Test
Preserved Core in the core boxes
Labeling core boxes and sampling
Formation of litho logical logs
Formation of daily progress report
Daily check record provided to contractor & consultant
Courses
A course attended and qualified on Wire line logging with Schlumberger May 2010
Interests
Geotech
Software knowledge
AutoCAD
Arc GIS
Microsoft Word Excel & power point
Operating System Window XP
8. Personal Profile
Date of birth: 02 March, 1982
Gender: Male
Nationality: Pakistani (CNIC # 1350427809139)
International Passport (Passport # BZ 1809131)
Availability: Immediately
References
Salman Ayub
Managing Director, Pioneer Associates
Mob: 0300 45 98 918
Email: pioneerassociates@hotmail.com
Muhammad Iqbal Qureshi
Ex Regional Manager Sperry Drilling Services
Mob: 0300 911 35 91
Email: qureshi1@hotmail.com