INDEXCertificate 6Acknowledgement 7Abstract Essay

INDEX

Certificate 6

Acknowledgement 7

Abstract 8

Chapter: 1 Introduction 9 – 19

1.1 About the project

1.2 Introduction of pervious concrete

1.3 The impact of urbanization

1.4 How pervious concrete works?

1.4.1 System A – Full infiltration

1.4.2 System B – Partial infiltration

1.4.3 System C – Full attenuation

1.5 Need of pervious concrete in rural road pavements

1.6 Factors to be considered for designing pervious concrete pavement

1.7 Cost of pervious pavement

1.8 Performance and maintenance

1.9 Pervious concrete in India

1.10 Applications of pervious concrete

1.11 Benefits of pervious concrete

1.12 Demerits of pervious concrete

Chapter: 2 Literature review 20 – 26

2.1 Paper 1

2.2 Paper 2

2.3 Paper 3

2.4 Paper 4

2.5 Paper 5

2.6 Paper 6

Chapter: 3 Aim and Scope of the work 27 – 29

3.1 Problems of conventional concrete

3.2 Research objectives of the project

3.3 Need of study

3.4 Scope of work

Chapter: 4 Methodology and work plan 30 – 32

4.1 Study Methodology

4.2 Workplan

4.3 Study in next semester

Chapter: 5 Experimental Work 33 – 61

5.1 Experiments on cement

5.1.1 Determination of consistency of standard cement paste

5.1.2 Fineness

5.1.2.1 Air permeability method

5.1.3 Determination of setting time

5.2 Test of aggregate

5.2.1 Determination of aggregate crushing value test

5.2.2 Determination of aggregate impact value test

5.2.3 Determination of aggregate abrasion value test

5.2.4 Sieve analysis of fine and coarse aggregate

5.3 Calculation of Mix design

5.4 Mix design of trials

5.5 Cube mixing and trials

Chapter: 6 Test results of material testing 62-63

6.1 Test results for aggregate

6.2 Test results for cement

Chapter: 7 Phase 2 of study 64

References 65-66

List of tables:

Table 5.1 Grading of test samples 47

Table 5.2 Selection of Abrasive Charge 48

Table 5.3 Dimension of Gauges 58

Table 5.4 Recording for flakiness Index 59

Table 5.5 Recording for elongation index 59

Table 5.6 Calculation of mix design for 1 m3 61

Table 5.7 Mix design of trial 61

Table 6.1 Results of aggregate testing 62

Table 6.2 Results of cement testing 62

List of figures:

Fig 1.1 Effects of imperviousness on Runoff and Infiltration 11

Fig 1.2 Full Infiltration 12

Fig 1.3 Partial Infiltration 13

Fig 1.4 Full Attenuation 14

Fig 4.1 Workplan of the study 31

Fig 5.1 Vicat apparatus 33

Fig 5.2 Testing of consistency of cement 35

Fig 5.3 Vicat apparatus for final setting time 36

Fig 5.4 Soundness test apparatus 38

Fig 5.5 Aggregate Crushing Value Test 41

Fig 5.6 Aggregate Impact Value Test 45

Fig 5.7 Aggregate Abrasion Value Test 48

Fig 5.8 Sieve analysis for aggregate 52

Fig. 5.9 Apparatus for Specific Gravity test for aggregagte 54

Fig 5.10 Testing of FI and EI 60

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CERTIFICATE

Date of Submission:

This is to certify that the following students of Civil Engineering (Semester 7) had successfully submitted Detail project report on “EXPERIMENTAL STUDY ON PROPERTIES OF PERVIOUS CONCRETE ON RIGID PAVEMENT” during the academic year 2019-20. This project work has been carried out by them under our supervision and guidance:

Breir Md Yusuf Yakub – (170853106007)

Jat Imran Ismail – (170853106030)

Manjothi Saklen Abdulraheman – (170853106041)

Pindoriya Kaushikkumar Valji – (170853106048)

Sumra Abdulnaeem Abdulkadar – (170853106056)

Miss. Deepa Aiyer Mr. Priyank D Bhimani

Lecturer, IC Head of Department

CIVIL ENG. DEPT. CIVIL ENG. DEPT.

HJD INSTITUTE OF TECHNICAL HJD INSTITUTE OF TECHNICAL

EDUCATION & RESESARCH, KUTCH EDUCATION & RESEARCH, KUTCH.

Signature of External Examiner

ACKNOWLEDGEMENT

We would like to express the deepest appreciation to our team Guide, Lecturer Miss. Deepa Aiyer who encourage us to take up this type of challenging project. She continuously carried his long-term determination for continuous improvement regarding to this project and without her guidance “Experimental study on properties of pervious concrete on rigid pavement” was not possible according to us.

She inspired us through all the way even in study and other works. She always gives us a true guidance in any of the matter. We all our team members are very thankful to her to provide us a huge knowledge about everything and we are always eager to know more about our particular topic of any subject. She always has inspired us to innovate new things and to research about new ideas which are necessary in upcoming days for our society and country.

We express our deep gratitude to Head of Civil Engineering Department, Prof. Priyank D Bhimani, for encouraging us to prepare the project on “Experimental study on properties of pervious concrete on rigid pavement”.

We thank almighty, our team guide, department & friends for their constant support without which this project work would not be possible.

Thank you

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ABSTRACT

Pervious concrete is a form of lightweight porous concrete, obtained by eliminating the sand from the normal concrete mix. Pervious concrete is a relatively new concept for Indian road development with Increase into the problems in country related to the low ground water level, agricultural problem. Pervious concrete has introduced as a road pavement material. Pervious concrete as a paving material has seen renewed interest due to its ability to allow water to flow through itself to recharge groundwater level and minimize storm water runoff. This introduction to pervious concrete pavements reviews its applications and engineering properties, including environmental benefits, structural properties, and durability. In rural area cost consideration is the primary factor which must be kept in mind. So in rural areas costly storm water management practices is not applicable. Pervious concrete is also used in parking slot, Low volume residential roads, and Pavements, bike and pedestrian pathways Patios Tennis courts Road shoulders Swimming pool decks Alleyways Driveways Greenhouse floors Pavement edge drains and gutters Hard standing for sports facilities underneath permeable blocks for ground stabilisation. By capturing rainwater and allowing it to seep into the ground. This pavement technology creates more efficient land use by eliminating the need for retention ponds, swell, and other costly storm water management devices.

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