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Projects/Activities

CURRENT PROJECTS

(i) Research Projects

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Condition Assessment of bridges using vibration signature analysis and development of an instrumented bridge testing car with IIT/Mumbai

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Procurement of balance NDT equipment for testing of bridges

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Bridge scour estimation measurement and protection & views of various real time monitoring system like TDR etc. with IIT, Kharagpur

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Bridge capacity assessment and condition monitoring of bridges

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Revision of fatigue provision of IRS bridge code with IIT/Roorkee

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Development of Guidelines on Seismic Design of Railway Bridges and Training of Railway Engineer with IIT/Kanpur.

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Study of temperature gradient in concrete box girder bridges.

(ii) Design Drawings Project at RDSO

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Design of welded typeopen web girder 30.5m span for DFC loading (32.5t axle load).

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Design of welded type open web girder 45.7m span for DFC loading (32.5t axle load).

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Design of welded type open web girder 61.0m span for DFC loading (32.5t axle load).

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Design of welded type open web girder 76.2m span for DFC loading (32.5t axle load).

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Design of bearing for welded type open web girder 30.5 m & 45.7m span for 25t Loading-2008.

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Design of bearing welded type open web girder 61.0m & 76.2m span for 25t Loading-2008.

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Checking of existing standard designs for 25t Loading-2008

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Checking of existing standard designs for DFC loading (32.5t axle load)

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Design of 12.2m, 18.3m and 24.4m Composite Welded Girders for 25t loading-2008.

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Design of RCC slabs of spans 0.61m, 0.915m, 1.22m, 1.83m, 2.44m for 25t loading-2008.

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Design of RCC slabs of spans 0.61m, 0.915m, 1.22m, 1.83m, 2.44m for DFC Loading (32.5t axle load).

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Design of PSC slabs of spans 3.05m, 3.66m, 4.57m, 6.10m, 9.15m for 25t loading-2008.

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Design of PSC slabs of spans 3.05m, 3.66m, 4.57m, 6.10m, 9.15m for DFC Loading (32.5t axle load).

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Design of 2I PSC (Post tensioned) girders for spans 12.2m & 18,3m for 25t loading 2008.

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Design of restricted height, post tensioned, 4-I PSC girders of 12.2m span for 25 t loading 2008

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Design of mass concrete (M-25 Concrete Grade) Piers and Abutments for 6.10m span of PSC slab (2units) for 25t loading-2008.

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Design of mass concrete (M-25 Concrete Grade) Piers and Abutments for 9.15m span of PSC slab (3 units) for 25t loading-2008.

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Design of mass concrete (M-25 Concrete Grade) Piers and Abutments for 6.10m span DFC loading (32.5t axle load).

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Design of mass concrete (M-25 Concrete Grade) Piers and Abutments for for 9.15m span of PSC slab (3 units) for DFC loading (32.5t axle load).

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Design of Post tensioned PSC slab of span 12.2m for 25 loading 2008

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Design of Post tensioned PSC box girder of span 24.4m for 25t loading-2008.

(iii) Other miscellaneous Works

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Instrumentation of Br. No. 586 near Koraput ECoR

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Non-Destructive testing of ROB in lieu of level crossing No. 27 at ETW, ALD Division of NCR.

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Guidelines on Non- Destructive testing of bridges

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Non Destructive testing of Br. No. 140 at BHL, Ajmer Div. of NWR

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Guidelines on use of Acoustic emission technique on Railway Bridges

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Guidelines on maintenance of Bearings.

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Guidelines on Satellite Imagery Studies.

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Guidelines on Pipeline Crossings of Railway Track.

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Guidelines on Mapping of Unknown Bridge Foundation.

 



Source : WELCOME TO RDSO CMS Team Last Reviewed on: 23-08-2011  

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