SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD JAN...

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SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD (ISO 9001:2008 & OHSAS :18001:2007 CERTIFIED COMPANY) JAN 2017 SGES - NEWS - 07 “What we plant in the soil of contemplation, we shall reap in the harvest of action” — Meister Eckhart 1 ELECTRICAL RESISTIVITY TEST Electrical resistivity is an intrinsic property of a material that suggests how strongly the material opposes the flow of electric current. The apparent resistivity of the ground is measured by carrying out electrical resistivity test. This test which was initially adopted to arrive at earthing design for structures is now widely used as one of the tests in geophysical surveys to classify and profile the subsoil after advancements in the testing equipments and data analysis software. The ranges of earthy resistivity values are well correlated to the different earth materials for the interpretation of test results and the subsoil classification can be accurately made when supported with limited bore hole investigations. The general electrical resistivity testing (ERT) procedure involves passing of current to two electrodes (Outer electrodes) and measuring the difference in their voltage at surface using two potential electrodes (Inner electrodes) The most common survey configuration is Wenner array where the spacing between electrodes is kept constant. The spacing is increased with respect to a center line to investigate deeper depth and the depth investigated corresponds to the spacing between any two successive electrodes (d) or half the distance of outer electrodes. The electrical resistivity is obtained using the equation. ρ = 2πdR where R = v/I; ρ = apparent resistivity in ohms-m (m); d = spacing between electrodes (m); R = measured resistance (); v = voltage measured (volts) and I = injected current (Amps) The recent advancement in ERT is multi-electrode (usually greater than 20 electrodes) data acquisition for surveying where a resistivity meter system with an internal microprocessor controlled circuitry together with an electronic switching unit is commonly used to automatically select the relevant four electrodes for each measurement. By this process the ground can be surveyed both vertically as well as horizontally in quick time and a 2D cross sectional resistivity profile of the area under the line of electrodes is obtained after processing using a data inversion software. When many such number of line traverses are done parallel to one another for a site, a 3D profile of the site can be accomplished by interpolation schemes. SURFACE ELEVATION PROFILE and RESISTIVITY DISTRIBUTION ( CAVITY MAPPING) OBTAINED THROUGH ELECTRICAL RESITIVITY TESTING With an increase in demand for integrated geophysical and geotechnical surveys for on- land construction, SGES has developed expertise to provide geophysical services.

Transcript of SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD JAN...

SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD (ISO 9001:2008 & OHSAS :18001:2007 CERTIFIED COMPANY)

JAN 2017

SGES - NEWS - 07 “What we plant in the soil of contemplation, we shall reap in the harvest of action”

— Meister Eckhart 1

ELECTRICAL RESISTIVITY TEST

Electrical resistivity is an intrinsic property of a material that suggests how strongly the material opposes the flow of electric current. The apparent resistivity of the ground is measured by carrying out electrical resistivity test. This test which was initially adopted to arrive at earthing design for structures is now widely used as one of the tests in geophysical surveys to classify and profile the subsoil after advancements in the testing equipments and data analysis software. The ranges of earthy resistivity values are well correlated to the different earth materials for the interpretation of test results and the subsoil classification can be accurately made when supported with limited bore hole investigations. The general electrical resistivity testing (ERT) procedure involves passing of current to two electrodes (Outer electrodes) and measuring the difference in their voltage at surface using two potential electrodes (Inner electrodes) The most common survey configuration is Wenner array where the spacing between electrodes is kept constant. The spacing is increased with respect to a center line to investigate deeper depth and the depth investigated corresponds to the spacing between any two successive electrodes (d) or half the distance of outer electrodes. The electrical resistivity is obtained using the equation.

ρ = 2πdR where R = ∆v/I; ρ = apparent resistivity in ohms-m (Ωm); d = spacing between electrodes (m); R = measured resistance (Ω); ∆v = voltage measured (volts) and I = injected current (Amps) The recent advancement in ERT is multi-electrode (usually greater than 20 electrodes) data acquisition for surveying where a resistivity meter system with an internal microprocessor controlled circuitry together with an electronic switching unit is commonly used to automatically select the relevant four electrodes for each measurement. By this process the ground can be surveyed both vertically as well as horizontally in quick time and a 2D cross sectional resistivity profile of the area under the line of electrodes is obtained after processing using a data inversion software. When many such number of line traverses are done parallel to one another for a site, a 3D profile of the site can be accomplished by interpolation schemes.

SURFACE ELEVATION PROFILE and RESISTIVITY DISTRIBUTION ( CAVITY MAPPING) OBTAINED

THROUGH ELECTRICAL RESITIVITY TESTING

With an increase in demand for integrated geophysical and geotechnical surveys for on-land construction, SGES has developed expertise to provide geophysical services.

SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD (ISO 9001:2008 & OHSAS :18001:2007 CERTIFIED COMPANY)

JAN 2017

SGES - NEWS – 07

“If you think you can do a thing or think you can't do a thing, you're right.” —Henry Ford

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MAJOR EVENTS AND ACHIEVEMENTS IN 3rd Quarter & 4th Quarter 2016

A. VISITORS TO SGES a) Dr.Snehasis Tripathy, School of Engineering,

Cardiff University, UK, July 2016.

b) Rupam Mahanta, Deputy General Manager, Institute of Engineering and Ocean Technology, ONGC, July 2016.

c) Carl Fietze, SLR Consulting, Johannesburg, South Africa, July 2016.

d) Richard Fry, Geotechnical Consultant, Brisbane, Australia, July 2016.

e) Masayuki Hyodo, Professor, Department of Civil and Environmental Engineering Yamaguchi University, Dec 2016.

f) Limin Zhang, Professor, Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Dec 2016.

B. EVENTS IN 3rd & 4th Quarter 2016 a) SGES team-Mr. G.Ramesh, Mr. Manilal Gupta,

Mr.Satish Yarasi gave a presentation and demo on Pile Testing and PDA at CREDAI monthly meet, Mangalore

b) SGES team- Mr.Gurucharan and Mr. Srinivas gave a demo of PDA at Adur Y. Mahabaleshwarappa Engineering College Bellary, Karnataka.

c) SGES participated in International Conference on Soil and Environment, held at Indian Institute of Science, July 2016, Bangalore.

d) SGES participated in Mining Exploration

Convention & Trade Show held in Bangalore, September 2016.

e) SGES participated in DFI-2016 held in Howra, Kolkata, October 2016.

f) Dr CR Parthasarathy delivered a lecture on “Dynamic Testing of Piles- Methodology and Case Study" at Sree Vidyanikethan Engineering College, Tirupati, in October 2016.

g) Dr CR Parthasarathy delivered a talk on “Essential Geotechnical Investigations for Tall structures” at REDECON, INTERNATIONAL CONFERENCE ON TALL STRUCTURES, November 2016.

h) R.V College of Engineering B.Arch. students, as a part of their field visit visited Kalyani Tech. Park Site, where SGES has carried out Soil Stabilization works.

i) SGES participated in PETROTECH-2016 12th International Oil & Gas Conference & Exhibition December-2016, New Delhi.

j) SGES sponsored 5th International Conference on Forensic Geotechnical Engineering, held at Indian Institute of Science, Bangalore in December 2016. SGES team- Mr. Subramanian and Ms.Pratibha Ramesh attended the conference.

k) SGES sponsored Indian Geotechnical Society Conference, held at Indian Institute of Technology, Chennai in December 2016. SGES team- Mr. Subramanian and Ms.Minnu attended the conference.

l) SGES has completed Design and build support system for deep excavation at Prestige Pine Wood project.

m) SGES is carrying out the Offshore Pile Monitoring for MHSRD project of ONGC, installed by Sapurakencana in Dec-Jan 2016.

n) SGES NIGERIA has completed Geotechnical Investigation for 400,000 BPD Glassroot Refinery at Lagos, Nigeria for client-Dangote.

C. AWARDS AND RECOGNITION

DR.C.R.PARTHASARATHY elected as Member of the Executive Committee, Indian Geotechnical Society for the year 2017-2018.

DR.C.R.PARTHASARATHY awarded Dr. B.R. AMBEDKAR NATIONAL AWARD, 2016.

SGES has completed 9 years since its inception. D. HAPPENINGS IN FIRST HALF OF 2017

SGES will be carrying out the Offshore Pile

Monitoring for Bassien Field of ONGC installed by NPCC in Jan-Feb 2017.

NABL pre-assessment scheduled by mid of February 2017.

Conduct a one day seminar in Port Blair,

Andaman with Dr.B.R.Ambedkar Institute of Technology, Port Blair on “Recent Trends in Geotechnical Engineering Services For Onland And Marine Constructions”.

SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD (ISO 9001:2008 & OHSAS :18001:2007 CERTIFIED COMPANY)

JAN 2017

SGES - NEWS - 07 “What we plant in the soil of contemplation, we shall reap in the harvest of action”

— Meister Eckhart 3

CR PARTHASARATHY DELIVERED A TECHNICAL LECTURE

AT SREE VIDYANIKETHAN ENGINEERING COLLEGE, TIRUPATI, 2016

R.V.COLLEGE OF ENGINEERING B.ARCH STUDENTS AT DEEP EXCAVATION SITE

FOR FIELD VISIT, 2016

SGES TEAM AT MINING EXPLORATION CONVENTION & TRADE SHOW, BANGALORE, 2016

SGES TEAM AT PETROTECH EXHIBITION, DELHI, 2016

SGES TEAM AT INTERNATIONAL CONFERENCE ON

FORENSIC GEOTECHNICAL ENGINEERING, IISc, BANGALORE, 2016

SGES TEAM AT INDIAN GEOTECHNICAL CONFERENCE, IIT,CHENNAI,2016

SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD (ISO 9001:2008 & OHSAS :18001:2007 CERTIFIED COMPANY)

JAN 2017

SGES - NEWS – 07

“If you think you can do a thing or think you can't do a thing, you're right.” —Henry Ford

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MR.MASAYUKI HYODO AND MR.LIMIN ZHANG AT SGES OFFICE

TEAM SGES AT OUTBOUND LEADERSHIP PROGRAM, PEGASUS INSTITUTE

MR.GURUCHARAN AT ADUR Y.MAHABALESHWARAPPA ENGINEERING

COLLEGE, BELLARY FOR PDA DEMO

SGES TEAM AT CREDAI MONTHLY MEET FOR PDA AND PILE TESTING PRESENTATION AND

PDA DEMO

DESIGN AND BUILD SUPPORT SYSTEM FOR

PRESTIGE PINE WOOD, KORAMANGLA, BANGALORE COMPLETED BY SGES

PRIDE OF SGES- COMPLETED OFFSHORE PILE MONITORING IN INDIA

SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD (ISO 9001:2008 & OHSAS :18001:2007 CERTIFIED COMPANY)

JAN 2017

SGES - NEWS - 07 “What we plant in the soil of contemplation, we shall reap in the harvest of action”

— Meister Eckhart 5

SGES CONGRATULATES THE FOLLOWING

EMPLOYEES ON COMPLETING 5 YEARS AT SGES

SGES WELCOMES THE FOLLOWING EMPLOYEES

Mr.C.R.Srinivasan Dr.Prashanth Talkad Mr.Srinivas Mr. Madhusudhana Mr. Arvind Ms. Drakshayini

Mr.Ashish Trivedi Mr. Subramanian Ms.Minnu Mr. Mohan Mr. Dinesh Kumar Mr. Somanagowda Mr. Ravi Kumara

Congrats to Ms. Minnu and Ms. Drakshayini for receiving Employee of the Month- December 2016 and January 2017

Lead Engineer- Designs & Proposals Senior Executive‐ Admin & HR

Registered and Communication Office: Geotechnical Laboratory & Operations Office:

SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD # 671, 6th C Main, 11th Cross, 3rd Phase JP Nagar, Bangalore – 560078 Tel: +91-80-42850202

SARATHY GEOTECH & ENGINEERING SERVICES PVT LTD #38, 2nd Floor, Syed Attar Hussain Building, K H Circle, Hosur Road, Bangalore – 560027 Tel: +91 80 42850202

Overseas Branch:

INDONESIA NIGERIA PT SARATHY GEOTECH & ENGINEERING SERVICES Greenville, Blok AW No.64, Jakarta Barat, INDONESIA Tel: (+62-21) 29036345, 44567088

SARATHY GEOTECH & ENGG SERVICES NIGERIA LTD Plot 12 Road 1, Oroazi New Layout Port Harcourt, Nigeria Tel: +234 84 64640, +234 8035524994

E-mail: [email protected] Website: www.sarathygeotech.com