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Highway Research Record No. 39 - Indian Roads Congress

Highway Research Record No. 39 - Indian Roads Congress

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and Gujarat states; and design, construction and<br />

performance evaluation of new materials and mixes<br />

towards development and upgradation of standards /<br />

specifications.<br />

2. Geotechnical engineering<br />

The projects reported in the Geotechnical Engineering<br />

area relate to landslide Hazard Mitigation and<br />

Management on <strong>Indian</strong> <strong>Roads</strong> and <strong>Highway</strong>s, Site<br />

Stabilization work, Use of jute geotextiles in PMGSY<br />

roads to study efficacy of Jute Geotextile (JGT) and<br />

utilization of various solid industrial wastes in road works.<br />

Waste materials have been evaluated in the laboratory<br />

as well in the field by constructing experimental test<br />

sections. Performance observations are being taken up.<br />

The issues related with road infrastructure development<br />

in disaster prone areas have also received attention<br />

of researchers. Early warning system for landslides<br />

by simple and economical instrumentation like steel<br />

pedestals and DGPS, design and construction of roads<br />

in submerged/ flood affected areas of Rann of Kutch,<br />

Gujarat, formulation of guidelines for road construction<br />

in such areas have been reported. Design and<br />

construction of embankments in waterlogged areas by<br />

using fly ash, a novel construction methodology involving<br />

back-dumping of pond ash directly into water pond<br />

was also devised. CRRI- GTE Division is developing<br />

a non nuclear, non destructive type of equipment for<br />

determination of dry density of compacted soils.<br />

<strong>Research</strong> work has been performed on soil stabilization<br />

using commercially available materials, use of fly ash,<br />

copper slag, cinder waste, and phosphogypsum in<br />

subgrade and embankment construction. Based on<br />

laboratory data, it was found that in case of all the four<br />

types of soils as mentioned above, the unconfined<br />

compressive strength of soil stabilized with 2, 4 and 6<br />

Per cent cement gives higher strength as compared to<br />

with 2, 4 and 6 Per cent commercial stabiliser for 7, 14<br />

and 28 days curing period. The fly ash, bottom ash and<br />

pond ash samples can be used in embankment and<br />

road works. The study indicated that 10-15 Per cent of<br />

fine aggregate can be replaced by super fine slag. The<br />

optimum bitumen content was obtained as 4.8 Per cent<br />

and 5.5 Per cent respectively for DBM and BC mixes. The<br />

bituminous samples with superfine copper slag satisfied<br />

the design requirements as per MORTH specifications.<br />

A combination of waste recycled products and cinder<br />

can satisfy density requirements of the materials for the<br />

embankment construction. It was observed that both<br />

deflection and roughness characteristics of copper slag<br />

embankment was comparable to soil embankment. By<br />

providing geo-textiles the CBR value of weaker sub<br />

grades could be enhanced. Thereby, the pavement<br />

layer thickness can be considerably reduced and this<br />

facilitates the construction of roads in poor sub-grade<br />

ROAD RESEARCH IN INDIA 2011-12 3<br />

soil areas. SoilTech MK-III- engineered a SSB layer<br />

with much more strength then WMM (a ideal base<br />

course with more than 3000 Mpa strength). SoilTech<br />

MK-III-economized the project substantially. The<br />

ecological contribution of SoilTech MK-III used roads<br />

is excellent and over 50% then the conventional crust<br />

reducing man, machine and material consumption.<br />

3. Bridge engineering<br />

In this Chapter, the projects related to various aspects<br />

of bridges such as structural health monitoring,<br />

techniques for distress diagnostics, effect of corrosion on<br />

performance, remaining life assessment, strengthening<br />

techniques etc. are reported.<br />

Most of these projects are useful for Bridge<br />

Management, consisting of inventorization, condition<br />

assessment of the existing bridge with the help of<br />

inspection or NDTs, distress diagnostics, load carrying<br />

capacity evaluation of existing bridges with the help<br />

of analytical or experimental or a combination of both<br />

considering an appropriate degradation model, loading<br />

and environmental conditions, and choosing a suitable<br />

rehabilitation and strengthening techniques. All these<br />

aspects require in-depth knowledge, expertise as well<br />

as technology for which research is being carried out<br />

at a fast pace. Further, there is an immediate attention<br />

required for effective implementation of BMS in our<br />

country for prioritizing the maintenance of bridges in a<br />

road network.<br />

Indigenous design and development of tool for<br />

inspection of bridges such as Mobile Bridge Inspection<br />

Unit and Creation of Bridge Expansion Joint Test facility<br />

are of great interest to professionals.<br />

Also, the studies to assess the impact of noise and<br />

vibration levels after construction of transportation<br />

structure on built environment, their cause and remedial<br />

measure needs to be well taken at the planning stage<br />

of the infrastructure development.<br />

4. Traffic & Transportation<br />

4.1 planning and Management<br />

<strong>Research</strong> works reported in the area of Traffic<br />

Engineering, Transportation Planning and Management<br />

were briefly summarised in this section. In this section<br />

there are eight completed projects and eighteen<br />

new projects were reported. In this area most of the<br />

projects works were related to comprehensive traffic<br />

and transportation studies, route network planning,<br />

integration of Public Transportation, Urban speed<br />

management using ITS technologies. The salient area<br />

covered in this area are listed as follows:

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