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8篇 您的检索式:作者名="Maruthi T"
    题名 作者 年代 出处 被引量
1Characterization of Pumpkin yellow vein mosaic virus from India显示文摘Muniyappa V Maruthi M N Babitha C R Colvin J Briddon R W Rangaswamy K T 2003Annals Applied Biology2003,142,:1
2Rigid body attitude control with inclinometer and low-cost gyro measurements 显示文摘MARUTHI R A JAMES T H GNANA R K 2003Systems & Control Letters2003,49,2:1
3Rigid body attitude control with inclinometer and low - cost gym measurements 显示文摘Maruthi R A James T H Gnana R K 2003Science Direct Systems&Control Letters2003,49,2:1
4Bioremediation of 60Co from simulated spent decontamination solutions 显示文摘K Rshmi T Naga Sowjanya P Maruthi Mohan 2004Science of the Total Environment2004,328,:1
5Characterisation of pumpkin yellow vein mosaic virus from India显示文摘Muniyappa V Maruthi M N Babitha C R Colvin J Briddon R W Rangaswamy K T 0,,:1
6Rigid body attitude control with inclinometer and low - cost gyro measurements 显示文摘Maruthi R A James T H Gnana R K 2003Systems & Control Letters2003,49,2:1
7Probability of collision error analysis 显示文摘Kyle T Alfriend Maruthi R Akella 1999Space Debris1999,1,1:1
8Compressive and Flexural Strength Property Enhancement for Fibre Reinforced M30,M50 and M80 Grade Concrete Using Foundry Sand(FS)and Crushed Concrete Waste(CCW)显示文摘Nowadays,many research works are carried for all grades of concrete to make the concrete most economical and durable there by adding the supplementary cementitious materials and alternative replacement aggregates.In this research work deals with the experimental investigation of mechanical properties of the M30,M50 and M80 grade concrete by replacing the fine and coarse aggregate by foundry sand and crushed concrete waste respectively.Mix design procedures were followed as per IRC44:2017 guidelines and recommendation.Proper dosage of super plasticizer(SP)was maintained in the concrete to make it better performed.In this present investigation,a Poly Propylene fibre(PPF)of 0.3%by weight of the cement is used.Mechanical properties such as Compressive strength and Flexural Strength were determined by preparing the respective mould sizes for specific test and are cured for 7,14 and 28 days and result obtained for respective days were tabulated and discussed.Ravi Kumar C M Yajnodbhavi H M Pruthviraj S R Maruthi T Raghavendra S 2020Journal of Construction Research2020,2,2:0
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