ABSTRACT:
Ground improvement techniques utilising Vibro methods, Deep Soil Mixing and Grouting
technologies are finding increasing application in Malaysia to solve a broad spectrum of geotechnical problems.
This paper will describe recent applications in Malaysia for four separate projects – Jet Grouting to form stable
cutter-head interventions for a tunnel project; Deep Soil Mixing to support deep vertical basement excavation with
limestone interface for a commercial complex; Vibro Concrete Columns to found reinforced concrete ....etc

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pls gv me the best ppt on ground improvement techniques for railway embankments ....etc

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ground improvement techniques by grouting ppt ....etc

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....etc

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presented by:
ARCHANA MALLICK


Modern GROUND IMPROVEMENT TECHNIQUES FOR HIGHWAYS
INTRODUCTION
 Transportation contributes to the economic,industrial,social and cultural development of any country.
 Transportation by road or highways is the only mode which could give maximum service to one and all.
 When the soil on a project site cannot support the loads, ground improvement to increase strength, reduce compressibility, and enhance performance under applied loadings may be required.
 The field ....etc

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all details of seminars ....etc

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Question Bank of ground improvement technique ....etc

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pls send ground improvement techniques model question papers ....etc

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GROUND IMPROVEMENT TECHNIQUES FOR HIGHWAYS

INTRODUCTION
Transportation - needed for the development of the country.
The main mode of transportation is by road or highways.
In the process of road development, the alignment of road may have to be fixed through the soils which may not bear the traffic loads .
There are various techniques of ground improvement.

METHODS FOR GROUND IMPROVEMENT
Soil stabilization
Vertical drains
Stabilization trenches
Capillary cut-off
Soil nailing
Stone columns
Vib ....etc

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Presented By
Sourabh D. Patil.
Ganga H. Tepugade.


Introduction
General practice is to use shallow foundations for the foundation of structures if the soil close to the ground surface possesses sufficient bearing capacity. However, where the top soil is either loose or soft, the load from the superstructure has to be transferred to deeper firm strata. In such cases, pile or pier foundations are obvious choice.
There is also a third method which may in some cases prove more economical than ....etc

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