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Pradeep, A. R.
- Role of Collagen in Vestibuloplasty - a Comparative Study
Authors
1 Department of oral and maxillofacial surgery, Government Dental College and Research Institute, Bangalore, Karnataka, IN
Source
Indian Journal of Public Health Research & Development, Vol 3, No 1 (2012), Pagination: 102-104Abstract
The ridge extension procedures are required to improve the denture stability and retention. Vestibuloplasty is a procedure performed to gain more amount of clinical ridge where there is adequate basal bone, by uncovering it surgically and repositioning the overlying mucosa and muscle attachment. In the present study, a comparison of "kazanjian technique with collagen" and "kazanjian technique without collagen" was done to evaluate the efficiency of collagen in maintaining the vestibular depth, in a follow up period of 3 months. 20 patients who were referred to department of oral and maxillofacial surgery for ridge extension were treated with kazanjian technique, in 10 patients raw labial surface of wound was covered with collagen and in the other 10 patients it was left to heal by secondary epithelialisation. Vestibular depth and complications if any were reviewed and recorded on 1st day, 1st week, 1st month and 3 months post operatively. The total increase in vestibular depth after 3 months in technique with collagen is 9.5 - 11 mm where as in technique without using collagen 5.5 - 8 mm. Reviewing the results with regard to maintainance of vestibular depth and complications, we recommend the "kazanjian technique with collagen" over the "kazanjian technique without collagen".Keywords
Mandible Anterior Sulcus Depth, Vestibuloplasty, Sulcoplasty, Kazanjian Technique
References
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- Low Cost Bricks by Fal-G Technology
Authors
1 Department of Civil Engineering, Sri Siddhartha Institute of Technology Engineering College, Tumakuru, Karnataka, IN
2 Department of Civil Engineering, Rao Bahadur Y. Mahabaleswarappa Engineering College, Ballari, Karnataka, IN
Source
International Journal of Innovative Research and Development, Vol 5, No 11Sp (2016), Pagination: 45-47Abstract
Fly ash bricks can be extremely used in all buildings constructional activities similar to that of common burnt clay bricks. The fly ash bricks are comparatively lighter weight and stronger than common clay bricks. Since fly ash is being accumulated as waste material in large quantity near thermal power plants and creating serious environmental problems, its utilization as main raw materials in the manufacturer of bricks will not opportunities for its proper and useful disposal but also helps in environment pollution control to greater extent in the surrounding areas of power plants. The main intention is burnt clay bricks we are using instead of that we have use alternate fly ash brick. The burnt clay bricks have to be used means digging of the gravel good soli has to be removed. The above problems can be reduced some extent by using fly ash bricks. Some of the properties of bricks are compressive strength and water absorption.
Keywords
Fly Ash, Compressive Strength and Water Absorption.Full Text
- A Case Study on Strength Properties of Partially Replaced Recycled Aggregate and Steel Fibers to a Nominal Concrete
Authors
1 Department of Civil Engineering, Sri Siddhartha Institute of Technology Engineering College, Tumakuru, Karnataka, IN
2 Department of Civil Engineering, Rao Bahadur Y. Mahabaleswarappa Engineering College, Ballari, Karnataka, IN
Source
International Journal of Innovative Research and Development, Vol 5, No 11Sp (2016), Pagination: 48-52Abstract
It is now well established that one of the important properties of steel fibre reinforced concrete (SFRC) is its superior resistance to cracking and crack propagation. As a result of this ability to arrest cracks, fiber composites possess increased extensibility and tensile strength, both at first crack and at ultimate, particular under flexural loading and the fibre are able to hold the matrix together even after extensive cracking. The net result of all these is to impart to the fibre composite pronounced post – cracking ductility which is unheard of in ordinary concrete.
Keywords
Cement, Coarse Aggregate, Compression Strength, Flexure Strength, Fine Aggregate, Recycled Coarse Aggregate, Steel Fibres, Water.Full Text
- Experimental Studies on the Effect of Ceramic Fine Aggregate on the Partial Replacement of Sand is a One of Ingredients in Concrete
Authors
1 Department of Civil Engineering, Sri Siddhartha Institute of Technology Engineering College, Tumakuru, Karnataka, IN
2 Department of Civil Engineering, Rao Bahadur Y. Mahabaleswarappa Engineering College, Ballari, Karnataka, IN
Source
International Journal of Innovative Research and Development, Vol 5, No 11Sp (2016), Pagination: 155-158Abstract
Scarcity of the construction materials using the natural resources like sand aggregate and stone aggregate. The partial replacement of aggregates is required for the future generation of concrete structures for the environment sustainability. The depletion of the natural resource gets exhausted. We have thick over the alternate replacement of the materials. The replacement of materials calculating concrete strength in the various parameter like compressive strength of cube, split tensile strength of cylinder and flexure strength of prism. The result is interpolated in the replacement of the ceramic fine aggregate with the convention concrete. The comparisons of the parameter are compression strength of cube, split tensile strength of cylinder and flexure strength of prism.
Keywords
Cement, Course Aggregate, Compression Strength, Flexure Strength, Fine Aggregate, Split Tensile Strength, Ceramic Fine Aggregate, Water.Full Text