Compaction is the densification of soil through mechanical means such as rolling, ramming, or vibration to reduce porosity and increase dry density. Laboratory compaction tests determine the optimum water content and maximum dry density for a soil through controlled compaction and varying water content. Standard Proctor and Modified Proctor tests involve compacting soil in layers in a mold using a specified hammer weight and drop height. Field compaction equipment includes smooth drum rollers, pneumatic tired rollers, sheep-foot rollers, and rammers or vibrators. The dry density achieved depends on factors like water content, compactive effort, soil type, and additives used.
This presentation is all about consolidation of soil and it's importance in Civil Engineering, co-efficients of consolidation, methods of determining co-efficient of consolidation, Terzaghi's Spring Analogy, Terzaghi's Theory
This presentation is all about consolidation of soil and it's importance in Civil Engineering, co-efficients of consolidation, methods of determining co-efficient of consolidation, Terzaghi's Spring Analogy, Terzaghi's Theory
Introduction.
Some definitions.
Mohr circle of stress.
Mohr-coulomb’s strength theory.
Tests for shear strength.
Shear tests based on drainage conditions.
This presentation includes Definition of Permeability, measurement of Permeability, Validity of Darcy's law, Darcy's Law, Methods of Finding Permeability, factors affecting permeability, Permeability of Stratified Soil
index properties of soil, Those properties of soil which are used in the identification and classification of soil are known as INDEX PROPERTIES
Water content
Specific gravity
In-situ density
Particle size
Consistency
Relative Density
Introduction
Geostatic Stresses
Boussinesq’s Equation
Vertical Stresses Under A Circular Area
Vertical Stresses Under A Rectangular Area
Equation Point Load Method
Newmark’s Influence Chart
Introduction.
Some definitions.
Mohr circle of stress.
Mohr-coulomb’s strength theory.
Tests for shear strength.
Shear tests based on drainage conditions.
This presentation includes Definition of Permeability, measurement of Permeability, Validity of Darcy's law, Darcy's Law, Methods of Finding Permeability, factors affecting permeability, Permeability of Stratified Soil
index properties of soil, Those properties of soil which are used in the identification and classification of soil are known as INDEX PROPERTIES
Water content
Specific gravity
In-situ density
Particle size
Consistency
Relative Density
Introduction
Geostatic Stresses
Boussinesq’s Equation
Vertical Stresses Under A Circular Area
Vertical Stresses Under A Rectangular Area
Equation Point Load Method
Newmark’s Influence Chart
Compaction is the consequence of the Log-Structured Merge-Tree engine used by Cassandra. Starting with the SizeTieredCompactionStrategy, we added the LeveledCompactionStrategy and recently the DateTieredCompactionStrategy it has always required some care and feeding. In this talk Aaron Morton, Co-Founder and Principal Consultant at The Last Pickle, will discuss the different strategies, their options, and when to use them.
Experimental studies in Ultrasonic Pulse Velocity of rollerJoel 'almeida
This paper presents the experimental investigation results of Ultrasonic Pulse Velocity (UPV) tests conducted on roller compacted
concrete pavement (RCCP) material containing Class F fly ash of as mineral admixture. River sand, M-sand and combination of Msand
and River sand are used as fine aggregate in this experimental work. Three types of fly ash roller compacted concrete mixes are
prepared using above three types of fine aggregates and they are designated as Series A (River sand), Series B (manufactured sand)
and Series C (combination of River sand and M-sand). In each series the fly ash content in place of cement is varied from 0% to
60%. In each series and for different ages of curing (i.e 3, 7, 28 and 90 days) forty two cube specimens are cast and tested for compressive
strength and UPV. The UPV results of fly ash containing roller compacted concrete pavement (FRCCP) show lower values at all ages
from 3 days to 90 days in comparison with control mix concrete (0% fly ash) in all mixes. However, it is also observed that Series B and C
mixes containing fly ash show better results in UPV values, compressive strength and Dynamic Elastic Modulus in comparison to Series
A mixes with fly ash. Relationships between compressive strength of FRCCP and UPV and Dynamic Elastic Modulus are proposed for
all series mixes. A new empirical equation is proposed to determine the Dynamic Elastic Modulus of FRCCP.
VIBRO Equipment & Parts Far East Co is a joint British/German owned and managed company operating from Subic Bay Freeport Zone, Philippines. We are an internationally focused company supporting the ground improvement industry.
We design, engineer and manufacture our range of Vibroflots, moving the way forward with a constant stream of innovative and fresh ideas, coupled with a strong will to succeed. We specialize
in offering complete equipment solutions to existing and new scenarios, catering for both on and off shore Job Sites.
Our entire range of Vibroflots and all of the associated attachments are completely designed and engineered in-house using the latest CAD software and the experience and knowledge of over 27 years in the Foundation and Ground Improvement Industries.
Compaction of soil (for civil engineering)laxman singh
i have made all the slide according to poly diploma civil and also for civil engineering
my gmail account - laxmans227@gmail.com
these are 100% correct but in case of some error comment down or contact me
follow me for all updates
if u have any doubt fell free to ask on comment section
software - power point presentation 2015
An Experimental Study on Stabilization of Soils by Using Bio Enzymesijtsrd
The present study, an attempt is made to study the properties of soil stabilized with the Terrazyme, in order to use this technology for Geotechnical applications. Laboratory investigations are carried out blending Terrazyme with soil in different dosages and the effect is studied. A series of Standard Proctor tests, Soaked and Unsoaked California Bearing Ratio CBR test, and Unconfined Compressive Strength tests were conducted on locally available clayey soil as well as clayey soil mixed with different proportions of Terrazyme in order to study the improvement of strength properties of Terrazyme stabilized the soil. The specimen are compacted to their respective MDD at optimum moisture content. Results show that the terrazyme can successfully be used to stabilize the soil. Significant improvement was found in both Soaked CBR and Unconfined Compressive Strength. G. V. Rama Rao | P. Hanuma "An Experimental Study on Stabilization of Soils by Using Bio-Enzymes" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5 , August 2019, URL: https://www.ijtsrd.com/papers/ijtsrd26439.pdfPaper URL: https://www.ijtsrd.com/engineering/structural-engineering/26439/an-experimental-study-on-stabilization-of-soils-by-using-bio-enzymes/g-v-rama-rao
Introduction and comparison of ground improvement techniquesNouman Ijaz Chatha
This presentation will provide the reader with all the necessary information regarding ground improvement techniques for both cohesive and non-cohesive soils with comparison among few. It also carries some practical examples of ground improvement.
Shamsudin masoud PPT (Principle of Soil and Soil Compaction.pptShamsudinMasoud
Soil compaction is one of the most critical components in the construction or roads, air-fields, embankments and foundations.
The durability and stability of a structure are related to the achievement of proper soil compaction.
Soil compaction is the process where by the practical of a soil are mechanically constrained to pack more closely Together or Soil compaction is the process of mechanical densifying a soil.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
NO1 Uk best vashikaran specialist in delhi vashikaran baba near me online vas...Amil Baba Dawood bangali
Contact with Dawood Bhai Just call on +92322-6382012 and we'll help you. We'll solve all your problems within 12 to 24 hours and with 101% guarantee and with astrology systematic. If you want to take any personal or professional advice then also you can call us on +92322-6382012 , ONLINE LOVE PROBLEM & Other all types of Daily Life Problem's.Then CALL or WHATSAPP us on +92322-6382012 and Get all these problems solutions here by Amil Baba DAWOOD BANGALI
#vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore#blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #blackmagicforlove #blackmagicformarriage #aamilbaba #kalajadu #kalailam #taweez #wazifaexpert #jadumantar #vashikaranspecialist #astrologer #palmistry #amliyaat #taweez #manpasandshadi #horoscope #spiritual #lovelife #lovespell #marriagespell#aamilbabainpakistan #amilbabainkarachi #powerfullblackmagicspell #kalajadumantarspecialist #realamilbaba #AmilbabainPakistan #astrologerincanada #astrologerindubai #lovespellsmaster #kalajaduspecialist #lovespellsthatwork #aamilbabainlahore #Amilbabainuk #amilbabainspain #amilbabaindubai #Amilbabainnorway #amilbabainkrachi #amilbabainlahore #amilbabaingujranwalan #amilbabainislamabad
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
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.
• 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.
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.
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
2. WHAT IS COMPACTION?
A simple ground improvement technique,
where the soil is densified through external
compactive effort.
Compactive
effort
+ water =
3. Compaction is the process,
The soil particles are artificially rearranged
& packed together into closer state of contact
by mechanical means in order to decrease the
porosity of soil and increase its dry density.
4. LABORATORY COMPACTION TEST
- to obtain the compaction curve and define the optimum water
content and maximum dry density for a specific compactive
effort.
1000 ml compaction mould
hammer
Standard Proctor:
Modified Proctor:
• 3 layers
• 25 blows per layer
• 2.6 kg hammer
• 310 mm drop
• 5 layers
• 25 blows per layer
• 4.5 kg hammer
• 450 mm drop
5. LABORATORY COMPACTION TEST
STANDARD PROCTOR TEST :
A cylindrical mould of 100mm internal diameter,
internal effective height 127.3mm, capacity of
1000 cc.
Detachable base plate with removable extension
collar
Metallic rammer of diameter 50mm, weight 2.6
kg with a fall of 310 mm
Steel straight edge of about 300 mm in length
with one edge leveled
Balance (0.01g sensitivity, 10 kg capacity)
Is sieve 20mm and 4.75 mm
6.
7. PROCEDURE
Prepare about 6 kg of soil sample for 1000cc mould
by sieving it through 20mm and retained at 4.75 mm
Clean, dry and slightly grease the mould and the
base plate. Weigh the empty mould with the base plate
without extension collar
Take about 2.5 kg of soil for 100 mm dia mould for
light compaction.
Add water to the soil specimen to bring the moisture
content to about 4 to 5 % in sandy soil. Mix the water
with soil thoroughly.
Divide the wet soil into three equal parts. Put the soil
in three layers and compact. Each layer is given 25 blows.
8. Before putting the second layer, make scratches on
the first layer with the help of a sharp edged tool.
The second and third layers are similarly compacted.
Rotate the collar to break the bond between it and soil
and then remove the collar.
Trim off the soil to make it flush with the top of the
mould.
Clean the loose soil from outside and base of the
mould.
Weigh the mould with base plate and compacted soil.
Now eject the soil out of mould. Take a representative soil
sample from the centre and keep it in oven for water
content determination.
Repeat the procedure by six to seven times by
increasing the water content by 2% in each turn
9. The bulk density and the corresponding dry
density for the compacted soil are calculated
from the following Relation,
Zero air voids line
A line which shows that water content dry
density relation for the compacted soils
containing a constant % air voids is known as
air voids line.
10. Zero Air void condition ( na = 0)
Relation between water content and dry
density for a degree of saturation S,
11.
12. MODIFIED PROCTOR TEST
This compaction is needed for heavier
transport and military aircraft.
In this test ,
• 5 layers
• 25 blows per layer
• 4.5 kg hammer
• 450 mm drop
13.
14. FIELD COMPACTION TEST
Soils can be compacted in the field by 3
method
1.Rolling
2.Ramming(impact)
3.vibration
20. TRACK LAYING VEHICLES
Advantages of tracked over wheeled vehicles are
covered larger surface area
suitable for use on soft, low friction and uneven ground such as
mud, ice and snow.
21. RAMMERS
Rammers for compacting the soils
comprise of pneumatic and internal
combustion type weighing from 300 to 1500
N.
Internal combustion type jumping
rammers, known as frog hammers, weigh up
to one tonne.
22. VIBRATORS
The vibrators consist of a vibrating unit of
either the out of balance weight type or a
pulsating hydraulic type mounted on a screed,
plate or roller.
23. FACTOR AFFECTING COMPACTION
WATER CONTENT
AMOUNT OF COMPACTION
TYPE OF COMPACTION
TYPE OF SOIL
ADDITION OF ADMIXTURE
24. WATER CONTENT:
From laboratory compaction tests
the water content is increased , the
compacted density goes on increasing, till a
max dry density is achieved after which
further addition of water decrease the
density.
25. AMOUNT OF COMPACTION:
The effect of increasing the
compacting energy result in an increase in tne
max dry density and decrease the optimum
water content.
METHOD OF COMPACTION:
The various aspects are ,
1. Weight of compacting equipment.
2. The manner of operation
3. Time & area of contact between the
compacting element & the soils.
26. TYPE OF SOILS:
The maximum dry density of the soil depends upon “
type of soil”.
WELL GRADED COARSE GRAINED soils attain a much
higher density & lower optimum water contents.
FINE GRAINED soils which require more water for lubrication
because of the greater specific surface.
27.
28. ADDITION OF ADMIXTURE:
Addition of certain admixtures to
soils results in modification of its compaction
properties.
CALCIUM CHLORIDE has been a
widely used chemical additive.
29. EFFECT OF COMPACTION ON SOME SOIL
PROPERTIES
Effect of compaction on soil properties is,
1. Permeability
2. change in structure of soil
3. shrinkage
4. swelling
5.compressibility
6. stress – strain character
7.shear strength.
30. PLACEMENT WATER CONTENT
The water content used in the field
compaction is called the placement water
content.
It may be Equal to, lower than or higher
than the optimum water content determined in
the laboratory.