This document describes tests for determining the flakiness and elongation of aggregate particles used in pavement construction. It defines flakiness and elongation indices, which measure the percentage of particles that are less than 0.6 times and greater than 1.8 times their mean dimension, respectively. Thickness and length gauges are used to measure particles from various sieve sizes. The procedure involves weighing samples, passing them through the gauges, and calculating the indices based on retained and passing weights. Specifications from IRC 111 2009 and relevant standards like IS 2386 are referenced.
Highway Materials: Desirable Properties, Testing Procedures, Standards, and standard values relating to Soil, Stone Aggregates, Bitumen and Tar, fly- ash/pond-ash. Role of filler in Bituminous mix, materials of filler.
Specifications of DLC and PQC for rigid pavement
Highway Materials: Desirable Properties, Testing Procedures, Standards, and standard values relating to Soil, Stone Aggregates, Bitumen and Tar, fly- ash/pond-ash. Role of filler in Bituminous mix, materials of filler.
Specifications of DLC and PQC for rigid pavement
Mainly this presentation covers about how to understand and analyse soil as highway sub-grade material..
discussed about the basic properties of soil, classification of soils, tests to conduct on soil and how soil can be selected as highway material..
Self compacting concrete (SCC) complete detailed mix design. you can refer it for your knowledge or academic purpose. for more information regarding civil engineering, follow us on
YouTube channel : https://youtube.com/channel/UCSfiThc6MlOZ9jbDecoQIaw
LinkedIn : https://www.linkedin.com/in/shivaprasad-rajoor-9b04411a9
blog : https://civilcareer4you.blogspot.com/
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Permeability of concrete, chemical attack, acid attack, efflorescence, Corrosion in concrete. Thermal conductivity, thermal diffusivity, specific heat. Alkali Aggregate Reaction
Mainly this presentation covers about how to understand and analyse soil as highway sub-grade material..
discussed about the basic properties of soil, classification of soils, tests to conduct on soil and how soil can be selected as highway material..
Self compacting concrete (SCC) complete detailed mix design. you can refer it for your knowledge or academic purpose. for more information regarding civil engineering, follow us on
YouTube channel : https://youtube.com/channel/UCSfiThc6MlOZ9jbDecoQIaw
LinkedIn : https://www.linkedin.com/in/shivaprasad-rajoor-9b04411a9
blog : https://civilcareer4you.blogspot.com/
like, share and subscribe
Permeability of concrete, chemical attack, acid attack, efflorescence, Corrosion in concrete. Thermal conductivity, thermal diffusivity, specific heat. Alkali Aggregate Reaction
Spot speed studies are used to determine the speed
distribution of a traffic stream at a specific location. I The data gathered in spot speed studies are used to determine vehicle speed percentiles, which are useful in making many speed-related decisions
Asphalt mixtures are made up of aggregates, binder and air voids. In order to make a economic and satisfactory performing asphalt mixture the quantity of these individual constituent is required. Mixture design is a tool to determine these optimum quantities.
The Benkelman beam is the simplest and the oldest deflection
test device, developed in the United States in the mid-1950s. Its used to measure the structural capacity of a flexible pavement.
Lesson: Concrete Technology - Building Materials
The quality of aggregate affect the durability and strength of concrete. Since about 3/4 of the volume of concrete is occupied by aggregate.
Our project is the complete study about both Spot speed studies and Speed delay time survey. This topic is a part of Transportation Engineering. This report helps you to understand this topic in detail. This report will also help you to make project on associated topics in traffic engineering. In spot speed, We discussed regarding various methods available to perform the test, Our team practically performed test and established a speed limit zone near a school. Coming to speed delay time survey, we conducted a survey at a selected stretch and came out with solutions to the problems faced by the vehicle users using that stretch.
A sample lab report on Marshall method of mix design for bituminous mixtures with all calculations.
Please request with your mail ID if you want to download this document.
OPTIMIZATION OF METAL REMOVAL RATE FOR SS316L IN DRY TURNING OPERATION USING ...ijiert bestjournal
This research work deals with an optimization of tu rning process by the effect of machining parameters applying ANOVA &Taguchi methods to improve the qual ity of manufactured goods and engineering development of designs for studying variation. More over,iron in steel has greater affinity towards ca rbon of WC of the tool. P grade is more diffusion resistant grade due to presence of more stable carbides like TiC,TaC and NbC. Therefore,P grade is also known as mi xed carbide grade and more suitable for machining steel. Since P 30 grade of cemented carbide would p rovide excellent balance of hardness,wear resistan ce and toughness,the same grade has been chosen for m achining of stainless steel. Turning is a metal cut ting process by which metals from the outer periphery of a cylindrical work piece is removed and the volume of metal removed per unit time is known as metal remov al rate or MRR. Basically MRR is an important criterion in production engineering to increase the productivity and quality. MRR varies with the vari ation of cutting parameters of different metals. In this pro ject work,Austenitic stainless steel AISI 316L is considered as work piece while spindle speed,feed rate and depth of cut are considered as cutting parameters. During turning process it is expected t hat the highest material removal rate is accomplish ed in order to achieve highest production at reduced time and cost and therefore it becomes very important i ssue to precisely study the effect of turning parameters . The results of analysis show that depth of cut an d spindle speed have the most significant contribution on the material removal rate and feed rate has less signi ficant contribution on the material removal rate.
Effect of Process Variables on Yarn Quality in High Speed Combersijtsrd
In yarn manufacturing process, the comber plays a major role in improving the quality of raw materials by removing short fibres, impurities, neps and hooks . It improves the important yarn characteristics like evenness, strength and appearance. The quality of combed yarn depends on many factors such as raw material, lap preparation methods, factors associated with machine, machine setting and ambient conditions 1 . In combing machine, higher speed is the basic criteria for high productivity. Therefore, in order to achieve high speed and stable operation of modern combers, it is required to optimize the drive mechanism especially in nipper drive, detaching roller drive and unicomb drive. The effect of various process variables on yarn quality was studied. A. Muralikrishnan "Effect of Process Variables on Yarn Quality in High-Speed Combers" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-6 , October 2022, URL: https://www.ijtsrd.com/papers/ijtsrd52084.pdf Paper URL: https://www.ijtsrd.com/engineering/textile-engineering/52084/effect-of-process-variables-on-yarn-quality-in-highspeed-combers/a-muralikrishnan
Subject: concrete technology
Sieve analysis of fine aggregate
Experiment No: 8
Name:
Rezhwan Hama Karim
Group: B
Year of Study:
2019-2020
Date:
14/1/2019
Contents:
Introduction………………………………………………………………….……..3
References …………………………………………………….……….…………..3
Purpose Of This Experiment …………………………….………………….3
Materials And Equipment………………………………..…………….……3
Procedure …………………………………………………………………..………6
Data analysis..…………………………………………….………………………7
Discussion………………………………………………..……….……………...9
Conclusion …………………………………………….……….………………..9
Introduction
Aggregate gradient (sieve analysis) is distribution of a particle sizes expressed as a percentage of the total dry weight. Gradating ids determined by passing the material thought a series of sieves stacked with progressively smaller opening from top to bottom and weighting the material retained on each sieves.
References 1. ASTM C136-2001 2. BS 812-103.1 : 1985, BS EN 933.2 : 1996
Purpose of this experiment Determination of the particle size disruption of fine and coarse aggregate by sieving. Determine maximum size of the aggregate.
Procedure First of all we took a sample of the air dry coarse aggregate Then with quartering method we took two piece of our coarse aggregate and we combined it, which its weight equal to 2kilo. After that we arranged our sieves which from the top we put 50mm and in the bottom 4.75mm, and we put a pan at the bottom of our sieves, after that we put our sample at the upper sieve and we covered it and started sieving for 10 min with mechanical sieve shaker. After that we opened the sieves and weighted the residue in each sieve and pan. We found the total sum of all residues and compared it with the original sample weight which there’s no loss of its weights. We calculated the percentage retained in each sieve, cumulative percentage retaining and percentage passing.
Discussion
It is evident that sieves can be used to both fine and coarse aggregate into different particle sizes. The number sieves describes what size of aggregate fall through to the next. In this test we got proper weight of our sample. Due to our graph we note that the aggregate sizes which pass through sieve 9.5 not proper to use because due to ASTM the graph of our sample not being between both of standard graphs. As for example the %pass particle in sieve 9.5 is equal to %0.15 .which due to ASTM this mustn’t being lower than %10 this mean this particles must being smaller to being more than %10 but we can grade it to being more smaller and pass through this sieve as more than %10. But the particular sizes which pass through sieve 4.75, 19, 25 and 50 proper to use because due to our code it stand between both of standard graphs. For that samples which not pass in this test we must add gravel to it or we can grad it to smaller particles.
Conclusion:
We conclude that the sieve analyses are the simple and easy way to determine that particle size distribution on aggregate.
................Thank you...............
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
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Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
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Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
1. Pavement
Material Lab
Shape Test
Priyansh Singh
Department of Civil Engineering
Indian Institute of Technology Delhi
catchpriyansh@gmail.com
web.iitd.ac.in/~cez138070
Pavement Engg. Lab
4th February 2015
4. Pavement
Material Lab
Flakiness and Elongation Test
4th February 2015
4/16
Flat Particles
Particles whose least dimension is less than 0.6 times its mean
dimension.
Flakiness Index
Its percentage of that mass of aggregate whose least
dimension is less than 0.6 times its mean dimension.
Applicable to particles greater the 6.3mm size
6. _--
i
5:
9
2
j J ‘t
THESE SIZES MARKED ON GAUGE %Jj’_
-___--____________--------
-_----__-_-_-____-_-------
..!.i._
““1---
_---_“7T~~_ ____ -__ ______ _____-__-------_.
,_.,
___--__-_____-____---------------------
1.6 mm THICK MS SHEET
ROLLED OVER 8mm ($ BAR
Sll dimensions in millimetres.
FIG. 2 TEICKXESSGAUGE
Pavement
Material Lab
Flakiness and Elongation Test
4th February 2015
6/16
7. Pavement
Material Lab
Flakiness and Elongation Test
4th February 2015
7/16
Elongated Particles
Particles whose longest dimension is greater than 1.8 times its
mean dimension.
Elongation Index
Its percentage of that mass of aggregate whose longest
dimension is greater than 1.8 times its mean dimension..
Applicable to particles greater the 6.3mm size
10. for the appropriate size of material.
TABLE V DIMENSIONS OF THICKNESS AND LENGTH GAUGES
(Clauses 4.2, 4.4.1, 4.4.2, 5.2 and 5.4.1 )
SIZE OF AQQBE~ATE
r------- h______-__~
Pass$gTFeough Retained On
i IS Sieve
(1) (2)
THICENE~S GAUC+E*
(3)
mm
LENQTH GanaEt
(4)
mm
63-mm
50-mm
40-mm
31*&mm
25-mm
20-mm
16-mm
12.5-mm
1O-mm
50-mm
40-mm
25-mm
P&mm
20-mm
16-mm
12%mm
lo-mm
6.3-mm
33.90
27.00
19.60
16’95
13’50
10.80
8’55
6’75
4.89
ST0
58’6
4;5
32.4
25%
262
14.7
*This dimension is equal to 0.6 times the mean sieve size.
tThis dimension is equal to I.8 times the mean sieve size.
Pavement
Material Lab
Flakiness and Elongation Test
4th February 2015
10/16
Test Procedure
11. Pavement
Material Lab
Flakiness and Elongation Test
4th February 2015
11/16
Test Procedure
Take the aggregate passing form specific sieve sizes such
that you get minimum 200 particles for a particular size.
Take weights (pi).
Pass / retain through Thickness/ length gauge.
Take the weight of passed/retained aggregates (qi).
Flakiness/Elongation index =
m
i
piqi (1)
12. Pavement
Material Lab
Flakiness and Elongation Test
4th February 2015
12/16
Combined Flakiness Elongation Index
Conduct the Elongation index test to the aggregates which
are passing for flakiness index.
Take the weight which passes both the test.
Determine percentage.
15. Pavement
Material Lab
Flakiness and Elongation Test
4th February 2015
15/16
References
P. Chakorborty and A. Das. Principles of Transportation
Engineering. PHI Learning (formerly Prentice Hall of
India), 2003.
SK Khanna and CEG Justo. Highway engineering. Nem
Chand & Bros, 1991.
16. Indian Institute of
Technology Delhi
Pavement Material Lab
Priyansh Singh
Webpage: web.iitd.ac.in/~cez138070
Questions ?
Thanks !