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IGS NEWS

A Bulletin of the Indian Geotechnical Society (Chennai Chapter)

Vol.4

No: 2

JULY - SEPTEMBER 2001 

Editors: M. Elangovan

Mr. B.J.L.C. Nageshwaran

MESSAGE

Annual General Body meeting was held on 29.8.2001. New office bearers for the period 2001 – 2003 were introduced.

Audited accounts for 2000 – 2001 was approved.

Thiru.G.Subas Chandra Bose and Ms.P.Nirmala were elected as Executive Committee members to fill the vacancies.

Suggestions are invited from members of IGS (Chennai Chapter) for the future  activities of the Society.  It was decided to conduct Seminars in Chennai and Other cities of Tamil Nadu. Members may suggest seminar topics with field applications. It is programmed to conduct one seminar on Geo-synthetics. Further details will be sent shortly.

M. Elangovan

Secretary, IGS Chennai Chapter

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NEXT LECTURE

An Important Announcement

There will be a Technical lecture on 19.10.2001

at 3.30 P.M.

at Lecture Hall,  Highways Research Station,

Chennai-600 025.

on

Pile driving and Environmental issues

by

Dr. K.L.PUJAR

UNITED FOUNDATIONS (P) Ltd., ChennaI      

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CONTENTS

CONGRATULATIONS

LECTURES

NEXT LECTURE

READER'S FORUM & COMMENTS

TECHNICAL ARTICLES

FLOWABLE FILL

More About Earthquake

Ohm Mapper Survey for Detecting Rock

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LECTURES

1.    Dr. M. Muthukrishnaiah, Prof. IIT Madras delivered a lecture on “A case study of limeslurry injection to improve bearing capacity of soil under a new building on 18.05.2001 at Highways Research Station, Chennai

2.    Dr.N.Kumar Pitchumani, Project Consultant, L&T- Romboll Consulting Engineers Ltd., Chennai spoke on “Ohm mapper survey for detecting rock” on 20.7.01 at Highways Research Station, Chennai.

3.    Mr.S.Piouslin Vethakkan, formerly Senior Roads Engineer, Pavement Management System, Botswana delivered a lecture on “System approach in infrastructure management – Botswana experience” on 20.8.01 at Highways Research Station, Chennai.

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Congratulations

The Indian Geotechnical Society (Chennai Chapter) warmly congratulate the following members.

Mr.S.Saravanavel, Joined as Director, Highways Research Station, Chennai.

Dr. R.Sundaravadivelu, elevated as Professor,Ocean Engg Dep., I.I.T., Madras.

Dr.V.K.Stalin, promoted as Asst. Professor, Anna University, Chennai.

Dr.N.Subramanian, Chief Executive, Computer Design Consultants, Chennai-17 has been elevated as Fellow of ASCE.

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ADVERTISEMENT IN NEWS LETTER

Half Page   Rs.  1000

Quarter Page      Rs. 600

Strip (3 lines)     Rs.  300

For further details, contact: Secretary, IGS (Chennai Chapter), C/o Division of Soil Mechanics and Foundation Engineering, Anna University, Chennai 600 025.

 

READER'S FORUM

FROM Prof.T.S.RAMANATHA AYYAR  Ph.D.,F.I.E.(Ind) M.I.S.E.T.,  

Geotechnical Consultant,   Sreekariyam, Thiruvananthapuram (Formerly Director of  Technical Education,   Kerala State   Phone: Res. 598361                                   

Dear Dr.Ramanathan,

I am happy to note the spectacular progress of IGS (Chennai Chapter) from the Newsletter received.  I have however not been able to make an early trip.  Hope there may be a possibility as early as possible.

I am enclosing herewith a copy of a book on ‘Soil Engineering in relation to Environment’ written by me for the use of IGS (Chennai Chapter) kindly pass this on to them.

With best wishes,

Yours sincerely,

T.S.RAMANATHA AYYAR.

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Flowable Fill

Flowable fill is becoming the backfill material of choice for a variety of applications. The material is known by many names: Controlled  Low Strength Material (CLSM), Controlled Density Fill (CDF) unshrinkable fill, flowcrete flowable mortar plastic soil cement, and liquid dirt. Flowable fill is a slurry-like blend of cement sand, fly ash, and water that is delivered ready-mixed Self compacting and self-leaving. It requires no vibration or tamping and can reach 95% compaction within a few hours of placement. Its bearing capacities are comparable withconventional compacted fill. By definition flowable fill materials have a compressive at strength of 1200 psl (8MPa) or less, and most current applications require a 28-day compressive strength of 100psl (0.7MPa) or less.

Flowable fill is used as a backill in sewer trenches, utility trenches, building excavations, bridge abutments and conduit trenches; it may also be used as a structural fill for road base mud jacking, sub footing, floor slab base and pipe bedding. Often flowable fill is used for the filling of under ground storage tanks and abandoned sewers, slope stabilization, soil erosion control, and mud mats.

Flowable fill offers several advantages over compacted fill materials. Flowable fill is produced and transported with conventional ready-mix trucks. It may be placed by conveyor chute, pump, or bucket and requires little or no spreading. Mixture design can be adjusted to meet specific fill requirements. Its load-carrying capabilities are typically higher than those of compacted granular backill; washout and erosion are therefore less likely. Flowable fill with a compressive strength of 50 to 100 psl (0.4 to 0.7 MPa) can be excavated with conventional digging equipment. The high-density backfill it provides is unlikely to settle. Workers can place flowable fill without entering the void; and because the material displaces standing water, it permits construction in a wider range of weathers conditions. Like ready-mix concrete it may be heated. Finally, flowable fill is an environmentally-friendly material because it incorporates fly ash, a waste by product.

Source - Concrete International

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More About Earthquake

India can expect one or more devastating earthquakes in the near future, predict researchers from the University of Colorado, USA.  An analysis of the shifting Indian subcontinent reveals enormous pent-up strain along most of the Himalaya aand beyond the Tibetan plateau.  The researchers say there isenough evidence that such pressures have been relieved in the past only through great earthquakes, far more powerful than the one that devastated Bhuj in Gujarat on Junary 26, 2001.

“More than 1,287 km of the Himalayan mountain range constitute a catastrophe zone that is ripe, mature and ready to go,” says Roger G Bilham, a geologist at the university and one of the authors of the study.  Bilham, said the pressures in the subterranean rock and the power of resulting earth quakes would only continue to  build as the vast landmass inexorably pushes into Asia-shifting almost two metres  every century. “If it doesn’t go now, it will be worse when it does,” he adds.

The capitals of India, Pakistan, Bangaldesh, Nepal and Bhutan face the maximum risk, After dividing the Himalaya into 10 regions of about 220km - each roughly corresponding tto past great earthquake-the team found that 70 percent of the arc could experience an earthquake with a magnitude 8.1 on the Richter scale and some could have one even as large as 8.3.

“We tried to eleminate the possiblility of the earthquakes by looking at geophysical loopholes that might provide alternatives to such devastating events. But we failed,” Bilham explained. “Never before have we seen such a huge human target,” said Dennis Milete, project director of the university’s Natural Hazards Research and Applications Information Centre.

Source - Down to Earth Septermber 20, 2001

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Ohm Mapper Survey for Detecting Rock

Dr. N. Kumar Pitchumani, L&T-RAMBOLL Consulting Engineers Ltd., Nandanam, Chennai

1. INTRODUCTION

Ohm Mapper is a handy, portable resistivity based equipment that can be used very effectively for Geophysical investigations. This equipment has proved to be very useful in the detection of rock at shallow depths. It has been used to detect the overburden material at quarry sites and the depth at which good, sound rock is available at these sites thus ensuring economical exploitation of aggregates for construction purposes. It could be used very efficiently to predict the variation of the rock head over the length of a proposed bridge. Minimal boreholes could be planned at specific locations based on this survey.

2. THE EQUIPMENT – OHM MAPPER

Ohm Mapper is a Capacitively Coupled Resistivity equipment. The principle is the same as a Electrical Resistivity survey, the only difference being that driving of electrodes as is the case with the traditional electrical resistivity survey is dispensed with. The equipment consists of a transmitter and a receiver which are connected using dipole cables and tow-link cables and is conveniently towed along various grid lines marked at the site under survey. By varying the tow-link length, one could survey to various depths. By towing the array over equally spaced parallel grid lines one can map the entire site.

The advantage of the equipment is that the survey is faster, and one can get continuous data over the entire site which is mapped by software to give a plot of the resistivity contours over the entire site. The overburden depths and variation in soil/rock types are clearly identified by the change in resistivity values. Major discontinuities and fault planes in rock could also be identified.

3. APPLICATIONS

The various applications of this equipment are as under

ª   Detection of weathered rock and hard Rock for ascertaining foundation depths for bridge structures

ª   Detection of various layers of Pavement

ª   Measure resistivity for powerline grounding

ª   Detect voids under roads and building sites

ª   Detect seepage from dams

ª   Stratification below the Pavement

ª   Prediction of Overburden and extent of Materials for Quarry sites.

ª   Surveys for Cutting and Blasting areas

ª   Detect bodies with distinct resistivity  differences

4.0 EXPERIENCE WITH OHM MAPPER

The equipment has been used at various sites to site a few examples are  detection of rock head at a flyover site and that  a quarry site. The overburden soil, weathered rock and hard rock could be clearly identified in the plots.

5.0 CONCLUSIONS

The Ohm Mapper is a very handy and portable equipment that can be used for detection of distinct Geological features over a depth range of 10 to 15 m. Its speed of acquiring continuous data makes the equipment very useful for various civil engineering projects. L&T-RAMBOLL has used this in-house equipment in a number of projects.

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