Showing posts with label pdf. Show all posts
Showing posts with label pdf. Show all posts

Tuesday, 26 June 2012

Project Report On Mix Concrete


project report on mix concrete

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Partial cement Replaceable Material

An experimental program is conducted to develop new kinds of pozzolana from
other agricultural wastes apart from rice husk and rice straw. The study investigated the use of coconut husk, corn cob and peanut shell ash as cement replacement materials. A series of tests were performed to determine the chemical composition of coconut husk ash, corn -cob ash and peanut shell ash which are referred to as CHA, CCA and PSA respectively.

The mechanical properties of paste and mortar containing different percentages of ash replacement were investigated. Experimental results revealed that coconut husk ash and corn cob ash cannot be utilized as pozzolona while peanut shell ash can be classified as Class ‘C’ pozzolona according to ASTM Standards. Corn cob ash mortars possessed higher compressive strength. Among the four types of mortars tested for chemical attack, PSA mortars showed higher resistance against acidic attack.

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http://www.ziddu.com/download/19766468/Partialcementreplaceablematerials2.pdf.html

High Performance Concrete

The current trend of use of superlatives in concrete technology may strike as
somewhat disconcerting to many .We had high strength concrete, hyperplasticiser, and
superplasticisers, very reactive Pozzolana, and now high performance concrete. It is difficult to imagine any concrete being manufactured and used, which is not intended to perform to the extent; high performance concrete is not a new material of construction.

It is difficult to imagine any concrete being manufacture and used, which is not intended to perform. The only difference is the level of performance, which is higher than ordinary. High Performance Lightweight Concrete (HPLC) has been extensively investigated for, among other applications, use in oil drilling platforms in severe environments.

The relationships and allowable stresses and the stress block given in structural codes for normal strength concrete (e.g. IS 456 or IRC 21) will require modification. Acceptance testing on site has to be more than cube testing at28 days. Where durability of concrete is the driving force for adoption of high performance concrete, in-situ permeability tests are performed as a matter of routine.

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Monday, 4 June 2012

Rcc Structure Seminar Report [ppt/pdf]


Introduction : Concrete expected to give trouble free service throughout design life.
                      Concrete decay is cancerous caused by carcinogenic agents.
                      Physical damage caused due to fire,explosionand restraints both external and  internal.

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