Mix Design and Factors Affecting Strength of Pervious Concrete

Shukla, Bishnu Kant; Gupta, Aakash

doi:10.1007/978-981-13-7615-3_11

Cited by 20 publications

(5 citation statements)

References 3 publications

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“…The general pattern is that the compressive strength increases with the increase of fine aggregate. On the other hand the porosity continuously decreases with the increase of sand or fine aggregates and water reuse [14][15][16][17][18].…”

Section: Literature Reviewmentioning

confidence: 99%

Compressive Strength Enhancement of Pervious Concrete Using Polymer Fiber

Garg

2022

J. Phys.: Conf. Ser.

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Pervious concrete is a unique kind of concrete having a high porosity, utilized for concrete flatwork application that permits water from perception and different sources to go legitimately through. This research study deals the improvement for strength quality and other necessary properties of pervious concrete in order to implement the same in high traffic roads. 0.15%, 0.20% and 0.25% polypropylene fibers were used to determine separate compressive strength qualities. The observed experimental test results indicated that there is direct variation between the compressive strength and percentages of polypropylene fiber. The present study concluded that an additional 35% increase in the compressive strength was observed in pavement as compared to plain pervious concrete.

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Section: Literature Reviewmentioning

confidence: 99%

Compressive Strength Enhancement of Pervious Concrete Using Polymer Fiber

Garg

2022

J. Phys.: Conf. Ser.

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“…When pre-stressed concrete is exposed to service loads, specified engineering stresses can be imposed in members specifically to counteract the stresses. This is achieved by combining the best qualities of two high-quality materials: HSC for compression and high-tensile-strength steel strands for tension [1][2]. The process of pre-stressing is quite simple.…”

Section: Introductionmentioning

confidence: 99%

Analytical Study on the Effect of Steel Fiber in the Deflection of Pre-Stressed Concrete Beams

Parikshit¹,

Garg

Bharti³

et al. 2023

IOP Conf. Ser.: Earth Environ. Sci.

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Fiber reinforced concrete (FRC) is being widely used as the structural material owing to its superior engineering properties. From the past, it was understood that Fiber Reinforced Concrete had been proved to be well performing over the time under different practical situations. Fibers enhance the mechanical properties of concrete and in turn change the structbehaviouravior. It is observed that high strength fibers are available such as steel fibers, carbon fibers, basalt fibers, glass fibers etc. Large number of literatures are available to study the influence of these fibers on the flexural behavior of conventional concrete. Application of finite element analysis (FEA) in the behaviour of structural members is gaining momentum. The results from Finite Element Analysis need to be validated with the IS code provisions. In the present research work, an attempt was made to understand the effect of fiber in the deflection of Prestressed concrete beams both through Finite Element Analysis and Indian and American Codes.

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“…The performance and life of an underground structure of pavement relies on soil foundation strength. [1][2][3][4]. The practice of construction and design of pavement require a minimum value of acceptable stiffness which is majorly specified [5].…”

Section: Introductionmentioning

confidence: 99%

“…Enhancing shear strength, ultimate bearing capacity of soil and other physical characteristics of soil is termed as soil stabilization process. The process can be carried out by addition of admixtures or controlled way of compaction and many other mechanical methods in order to increment stability and in many other cases, replacements of soil with alternate materials [1,4,[10][11][12][13][14]. In some cases, when major portion of area is to be improvised, fly ash, lime and cement are used as chemical stabilizers to improve subgrade [5,7,[15][16][17][18].…”

Section: Introductionmentioning

confidence: 99%

Application of Urea Formaldehyde Raisin in Pavement Subgrade Stabilization at Hindon Barrage

Bansal

Shukla²

2022

J. Phys.: Conf. Ser.

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Proper stabilization of foundation and subgrade is one of the major concerns in modern civil engineering projects. Development of modern infrastructure is causing harmful effect on environment by using chemicals. This situation has caused necessity to discover alternative techniques to achieve desired result without harming environment. Present paper studies use of urea formaldehyde raisin on chemical and physical stability of subgrade. Study was conducted by varying contents of urea formaldehyde by 1%, 3% and 5% and strength, ultimate bearing capacity and other relevant soil strength parameters were determined. At the end, cost benefits analysis was also conducted for the current method with respect to alternate subgrade stabilization techniques.

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Mix Design and Factors Affecting Strength of Pervious Concrete

Cited by 20 publications

References 3 publications

Compressive Strength Enhancement of Pervious Concrete Using Polymer Fiber

Compressive Strength Enhancement of Pervious Concrete Using Polymer Fiber

Analytical Study on the Effect of Steel Fiber in the Deflection of Pre-Stressed Concrete Beams

Application of Urea Formaldehyde Raisin in Pavement Subgrade Stabilization at Hindon Barrage

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