Welcome to AMIE Study - AMIE India Students Forum

AMIE Study - AMIE India Students Forum

collapse collapse

* Shoutbox

Refresh History
  • LAKHVIR SINGH: lakhvir
    March 06, 2019, 03:07:26 PM
  • bharath kumarrs: I am nt getting online registration for section B
    February 21, 2019, 09:44:00 PM
  • Amal Babu: Is there any changes in syllabus
    February 12, 2019, 06:17:52 PM
  • bhoomika Praveena: any whatsapp group? kindly add me ,mail me to [email protected] your number i shall ping you thanks
    February 01, 2019, 07:36:26 PM
  • bhoomika Praveena: hi,
    February 01, 2019, 07:33:15 PM
  • Sitigaurav: Section A note required
    January 13, 2019, 03:12:13 PM
  • Ulo3091: Please send doc file of project report someone
    December 29, 2018, 05:36:05 PM
  • Sujith Raj (AMIE - Civil): Any Idea, When will we get AMIE certificate & AM number
    December 20, 2018, 04:30:22 PM
  • Sujith Raj (AMIE - Civil): Congratulation to All those who cleared AMIE in recent result
    December 20, 2018, 04:29:40 PM
  • sulemangani: Can I reresisyered for section B exam as I have passed section A in winter 2008 but not appeared in some exams upto winter 2014
    December 12, 2018, 06:59:49 PM
  • I P Sarath Menon: Rcc , steel, advance structural analysis, design and analysis, soil, water hand written notes which was used to successfully complete AMIE [email protected]/9387774349
    November 28, 2018, 09:37:56 AM
  • I P Sarath Menon: Civil Engineering notes with optional structural with me
    November 28, 2018, 09:33:52 AM
  • ST694011-6: Hi everyone how to get RCC notes
    November 28, 2018, 09:17:25 AM
  • rekha1996: dbms
    November 27, 2018, 05:58:47 PM
  • rekha1996: Dbms
    November 27, 2018, 04:52:21 PM
  • Anwar VYM: Is AMIE degree acceptable in UAE?
    October 23, 2018, 10:16:46 PM
  • devjangde: Dear Sir/Madam please me out for my membership Number and  reference number.  I lost both of this . Is there any way to find out?
    October 08, 2018, 09:32:50 AM
  • devjangde: Dear Sir/Madam,
    October 08, 2018, 09:30:46 AM
  • Srijib: Can someone have any notes for the subject society and environment
    October 07, 2018, 07:37:52 PM
  • muleredd: can someone have previous year question papers for Sec B Mining Engineering ?
    October 07, 2018, 01:52:05 PM

* Search

* User Info

Welcome, Guest. Please login or register.
Did you miss your activation email?

* Board Stats

  • stats Total Members: 48826
  • stats Total Posts: 27374
  • stats Total Topics: 6638
  • stats Total Categories: 6
  • stats Total Boards: 31
  • stats Most Online: 626


September 22, 2011, 03:39:49 PM
  • Super Member
  • Registered User
  • *
  • Posts: 36
    • View Profile
Soil Compaction
Soil Compaction
Soil compaction is defined as the method of mechanically increasing the density of soil.  In construction, this is a significant part of the building process.  If performed improperly, settlement of the soil could occur and result in unnecessary maintenance costs or structure failure.  Almost all types of building sites and construction projects utilize mechanical compaction techniques.

What is Soil?
Soil is formed in place or deposited by various forces of nature - such as glaciers, wind, lakes and rivers - residually or organically.  Following are important elements in soil compaction: - Soil type
- Soil moisture content
- Compaction effort required
Why Compact?
There are five principle reasons to compact soil: - Increases load-bearing capacity
- Prevents soil settlement and frost damage
- Provides stability
- Reduces water seepage, swelling and contraction
- Reduces settling of soil
Types of Compaction
There are four types of compaction effort on soil or asphalt:
•   Vibration
•   Impact
•   Kneading
•   Pressure
These different types of effort are found in the two principle types of compaction force: static and vibratory.  
Static force is simply the deadweight of the machine, applying downward force on the soil surface, compressing the soil particles.  The only way to change the effective compaction force is by adding or subtracting the weight of the machine.  Static compaction is confined to upper soil layers and is limited to any appreciable depth.  Kneading and pressure are two examples of static compaction.
Vibratory force uses a mechanism, usually engine-driven, to create a downward force in addition to the machine's static weight.  The vibrating mechanism is usually a rotating eccentric weight or piston/spring combination (in rammers).  The compactors deliver a rapid sequence of blows (impacts) to the surface, thereby affecting the top layers as well as deeper layers.  Vibration moves through the material, setting particles in motion and moving them closer together for the highest density possible.  Based on the materials being compacted, a certain amount of force must be used to overcome the cohesive nature of particular particles.
Results of Poor Compaction
Both illustrations above show the result of improper compaction and how proper compaction can ensure a longer structural life.
Soil Types and Conditions
Every soil type behaves differently with respect to maximum density and optimum moisture.  Therefore, each soil type has its own unique requirements and controls both in the field and for testing purposes.  Soil types are commonly classified by grain size, determined  by passing the soil through a series of sieves to screen or separate the different grain sizes. Soil classification is categorized into 15 groups, a system set up by AASHTO (American Association of State Highway and Transportation Officials).  Soils found in nature are almost always a combination of soil types.  A well-graded soil consists of a wide range of particle sizes with the smaller particles filling voids between larger particles.  The result is a dense structure that lends itself well to compaction.  A soil's makeup determines the best compaction method to use. The are three basic soil groups:
•   Cohesive
•   Granular
•   Organic (this soil is not suitable for compaction and will not be discussed here)
Cohesive soils
Cohesive soils have the smallest particles.  Clay has a particle size range of .00004" to .002".  Silt ranges from .0002" to .003".  Clay is used in embankment fills and retaining pond beds.
Cohesive soils are dense and tightly bound together by molecular attraction.  They are plastic when wet and can be molded, but become very hard when dry.  Proper water content, evenly distributed, is critical for proper compaction.  Cohesive soils usually require a force such as impact or pressure.  Silt has a noticeably lower cohesion than clay.  However, silt is still heavily reliant on water content.
Granular soils
Granular soils range in particle size from .003" to .08" (sand) and .08" to 1.0" (fine to medium gravel).  Granular soils are known for their water-draining properties.  
Sand and gravel obtain maximum density in either a fully dry or saturated state.  Testing curves are relatively flat so density can be obtained regardless of water content. The tables that follow give a basic indication of soils used in particular construction applications.
Relative Desirability of Soils As Compacted Fill
Click to View Chart
Guide to Soil Types
What to look for   Appearance/Feel   Water Movement   When Moist   When Dry
Granular soils, fine sands and silts   Coarse grains can be seen. Feels gritty when rubbed between fingers   When water and soil are shaken in palm of hand, they mix.  When shaking is stopped they separate   Very little or no plasticity   Little or no cohesive strength when dry.  Soil sample will crumble easily.
Cohesive soils, mixes and clays   Grains cannot be seen by naked eye. Feels smooth and greasy when rubbed between fingers   When water and soil are shaken in palm of hand, they will not mix   Plastic and sticky. Can be rolled   Has high strength when dry. Crumbles with difficulty. Slow saturation in water.
    Vibrating Sheepsfoot
Rammer   Static Sheepsfoot
Grid Roller
Scraper   Vibrating Plate Compactor
Vibrating Roller
Vibrating Sheepsfoot   Scraper
Rubber-tired Roller
Grid Roller
    Lift Thickness   Impact   Pressure
(with kneading)   Vibration   Kneading
(with pressure)
Gravel   12+   Poor   No   Good   Very Good
Sand   10+/-   Poor   No   Excellent   Good
Silt   6+/-   Good   Good   Poor   Excellent
Clay   6+/-   Excellent   Very Good   No   Good
Fill Materials
    Permeability   Foundation Support   Pavement Sub grade   Expansive   Compaction
Gravel   Very High   Excellent   Excellent   No   Very Easy
Sand   Medium   Good   Good   No   Easy
Silt   Medium Low   Poor   Poor   Some   Some
Clay   None+   Moderate   Poor   Difficult   Very Difficult
Organic   Low   Very Poor   Not Acceptable   Some   Very Difficult
Effect of Moisture
The response of soil to moisture is very important, as the soil must carry the load year-round.  Rain, for example, may transform soil into a plastic state or even into a liquid.  In this state, soil has very little or no load-bearing ability.
Moisture vs. Soil Density
Moisture content of the soil is vital to proper compaction.  Moisture acts as a lubricant within soil, sliding the particles together.  Too little moisture means inadequate compaction - the particles cannot move past each other to achieve density.  Too much moisture leaves water-filled voids and subsequently weakens the load-bearing ability.  The highest density for most soils is at a certain water content for a given compaction effort.  The drier the soil, the more resistant it is to compaction.  In a water-saturated state the voids between particles are partially filled with water, creating an apparent cohesion that binds them together.  This cohesion increases as the particle size decreases (as in clay-type soils). l
Soil Density Tests  
To determine if proper soil compaction is achieved for any specific construction application, several methods were developed.  The most prominent by far is soil density.
Why Test?  
Soil testing accomplishes the following:
•   Measures density of soil for comparing the degree of compaction vs. specs
•   Measures the effect of moisture on soil density vs. specs
•   Provides a moisture density curve identifying optimum moisture
Types of Tests  
Tests to determine optimum moisture content are done in the laboratory.  The most common is the Proctor Test, or Modified Proctor Test.  A particular soil needs to have an ideal (or optimum) amount of moisture to achieve maximum density.  This is important not only for durability, but will save money because less compaction effort is needed to achieve the desired results.  
The Hand Test
A quick method of determining moisture is known as the "Hand Test".  Pick up a handful of soil.  Squeeze it in your hand.  Open
your hand. If the soil is powdery and will not retain the shape made by
your hand, it is too dry.  If it shatters when dropped, it is too
dry. If the soil is moldable and breaks into only a couple of
pieces when dropped, it has the right amount of moisture for proper compaction. If the soil is plastic in your hand, leaves traces of moisture on your fingers and stays in one piece when dropped, it has too much moisture for compaction.
Proctor Test (ASTM D1557-91)  
The Proctor, or Modified Proctor Test, determines the maximum density of a soil needed for a specific job site.  The test first determines the maximum density achievable for the materials and uses this figure as a reference.  Secondly, it tests the effects of moisture on soil density.  The soil reference value is expressed as a percentage of density.  These values are determined before any compaction takes place to develop the compaction specifications.  Modified Proctor values are higher because they take into account higher densities needed foe certain typed of construction projects.  Test methods are similar for both tests.
Proctor Test
A small soil sample is taken from the jobsite.  A standard weight is dropped several times on the soil. The material weighed and then oven dried for 12 hours in order to evaluate water content   Modified Proctor Test
This is similar to the Proctor Test except a hammer is used to compact material for greater impact, The test is normally preferred in testing materials for higher shearing strength.
Field Tests
It is important to know and control the soil density during compaction.  Following are common field tests to determine on the spot if compaction densities are being reached.  
Field Density Testing Method
    Sand Cone   Balloon Dens meter   Shelby Tube   Nuclear Gauge
Advantages   * Large sample
* Accurate   * Large sample
* Direct reading      obtained  
* Open graded    material   * Fast
* Deep sample
* Under pipe haunches   * Fast
* Easy to redo
* More tests (statistical reliability)
Disadvantages    * Many steps
* Large area required
* Slow
* Halt Equipment
* Tempting to accept flukes   * Slow
* Balloon breakage
* Awkward   * Small Sample
* No gravel
* Sample not always retained   * No sample
* Radiation
* Moisture suspect
* Encourages amateurs
Errors   * Void under plate
* Sand bulking
* Sand compacted
* Soil pumping   * Surface not level
* Soil pumping
* Void under plate   * Overdrive
* Rocks in path
* Plastic soil   * Miscalibrated
* Rocks in path
* Surface prep required
* Backscatter
Cost   * Low   * Moderate   * Low   * High
Sand Cone Test (ASTM D1556-90)  
A small hole (6" x 6" deep) is dug in the compacted material to be tested.  The soil is removed and weighed, then dried and weighed again to determine its moisture content.  A soil's moisture is figured as a percentage.  The specific volume of the hole is determined by filling it with calibrated dry sand from a jar and cone device.  The dry weight of the soil removed is divided by the volume of sand needed to fill the hole.  This gives us the density of the compacted soil in lbs per cubic foot.  This density is compared to the maximum Proctor density obtained earlier, which gives us the relative density of the soil that was just compacted.
Nuclear Density (ASTM D2292-91)
Nuclear Density meters are a quick and fairly accurate way of determining density and moisture content.  The meter uses a radioactive isotope source (Cesium 137) at the soil surface (backscatter) or from a probe placed into the soil (direct transmission).  The isotope source gives off photons (usually Gamma rays) which radiate back to the mater's detectors on the bottom of the unit.  Dense soil absorbs more radiation than loose soil and the readings reflect overall density.  Water content (ASTM D3017) can also be read, all within a few minutes.  A relative Proctor density with the compaction results from the test.
Sorry, we do not sell Nuclear Density Meters
Soil Modulus (soil stiffness)  
This field-test method is a very recent development that replaces soil density testing.  Soil stiffness is the ratio of force-to-displacement.  Testing is done by a machine that sends vibrations into the soil and then measures the deflection of the soil from the vibrations.  This is a very fast, safe method of testing soil stiffness.  Soil stiffness is the desired engineering property, not just dry density and water content.  This method is currently being researched and tested by the Federal Highway Administration.
Compaction Equipment

The desired level of compaction is best achieved by matching the soil type with its proper compaction method.  Other factors must be considered as well, such as compaction specs and job site conditions.  
•   Cohesive soils - clay is cohesive, its particles stick together.*  Therefore, a machine with a high impact force is required to ram the soil and force the air out, arranging the particles.  A rammer is the best choice, or a pad-foot vibratory roller if higher production is needed.
*The particles must be sheared to compact.
•   Granular soils - since granular soils are not cohesive and the particles require a shaking or vibratory action to move them, vibratory plates (forward travel) are the best choice.
Reversible plates and smooth drum vibratory rollers are appropriate for production work.  Granular soil particles respond to different frequencies (vibrations) depending on particle size.  The smaller the particle, the higher the frequencies and higher compaction forces.
Normally, soils are mixtures of clay and granular materials, making the selection of compaction equipment more difficult.  It is a good idea to choose the machine appropriate for the larger percentage of the mixture.  Equipment testing may be required to match the best machine to the job. Asphalt is considered granular due to its base of mixed aggregate sizes (crushed stone, gravel, sand and fines) mixed with bitumen binder (asphalt cement).  Consequently, asphalt must be compacted with pressure (static) or vibration.
Compaction Machine Characteristics
Two factors are important in determining the type of force a compaction machine produces: frequency and amplitude.  Frequency is the speed at which an eccentric shaft rotates or the machine jumps.  Each compaction frequency machine is designed to operate at an optimum frequency to supply the maximum force.  Frequency is usually given in terms of vibration per minute (vpm). Amplitude (or normal amplitude) is the maximum movement of a vibrating body from its axis in one direction.  Double amplitude is the maximum movement of a vibrating body from its axis in one direction.  Double amplitude ins the maximum distance a vibrating body moves in both directions from its axis.  The apparent amplitude varies for each machine under different job site conditions.  The apparent amplitude increases as the material becomes more dense and compacted.
Lift height and Machine Performance
Lift height (depth of the soil  layer is an important factor that effectsmachine performance and compaction cost.  Vibratory and rammer-type equipment compact soil in the same direction: from top to bottom and bottom to top.  As the machine hits the soil, the impact travels to the hard surface below and then returns upward.  This sets all particles in motion and compaction takes place. As the soil becomes compacted, the impact has a shorter distance to travel.  More force returns to the machine, making it lift off the ground higher in its stroke cycle.  If the lift is too deep, the machine will take longer to compact the soil and a layer within the lift will not be compacted.
Soil can also be over-compacted if the compactor makes too many passes (a pass is the machine going across a lift in one direction).  Over-compaction is like constantly hitting concrete with a sledgehammer.  Cracks will eventually appear, reducing density.  This is a waste of man-hours and adds unnecessary wear to the machine.
Compaction specifications  
A word about meeting job site specifications.  Generally, compaction performance parameters are given on a construction project in one of two ways: - Method Specification - detailed instructions specify machine type, lift depths, number of passes, machine speed and moisture content.  A "recipe" is given as part of the job spec to accomplish the compaction needed.  This method is outdated, as machine technology has far outpaced common method specification requirements. - End-result Specification - engineers indicate final compaction requirements, thus giving the contractor much more flexibility in determining the best, most economical method of meeting the required specs.  Fortunately, this is the trend, allowing the contractor to take advantage of the latest technology available.
Equipment Types
Rammers deliver a high impact force ( high amplitude) making them an excellent choice for cohesive and semi-cohesive soils.  Frequency range is 500 to 750 blows per minute.  Rammers get compaction force from a small gasoline or diesel engine powering a large piston set with two sets of springs.  The rammer is inclined at a forward angle to allow forward travel as the machine jumps.  Rammers cover three types of compaction: impact, vibration and kneading.
Vibratory Plates
Vibratory plates are low amplitude and high frequency, designed to compact granular soils and asphalt.  Gasoline or diesel engines drive one or two eccentric weights at a high speed to develop compaction force.  The resulting vibrations cause forward motion.  The engine and handle are vibration-isolated from the vibrating plate.  The heavier the plate, the more compaction force it generates.  Frequency range is usually 2500 vpm to 6000 vpm.  Plates used for asphalt have a water tank and sprinkler system to prevent asphalt from sticking to the bottom of the base plate.  Vibration is the one principal compaction effect.
Reversible Vibratory Plates
In addition to some of the standard vibratory plate features, reversible plates have two eccentric weights that allow smooth transition for forward or reverse travel, plus increased compaction force as the result of dual weights.  Due to their weight and force, reversible plates are ideal for semi-cohesive soils. A reversible is possible the best compaction buy dollar for dollar.  Unlike standard plates, the reversible forward travel may be stopped and the machine will maintain its force for "spot" compaction.
Rollers are available in several categories: walk-behind and ride-on, which are available as smooth drum, padded drum, and rubber-tired models; and are further divided into static and vibratory sub-categories.  
Smooth A popular design for many years, smooth-drum machines are ideal for both soil and asphalt.  Dual steel drums are mounted on a rigid frame and powered by gasoline or diesel engines.  Steering is done by manually the machine handle.  Frequency is around 4000 vpm and amplitudes range from .018 to .020.  Vibration is provided by eccentric shafts placed in the drums or mounted on the frame.
Padded rollers are also known as trench rollers due to their effective use in trenches and excavations.  These machines feature hydraulic or hydrostatic steering and operation.  Powered by diesel engines, trench rollers are built to withstand the rigors of confined compaction.  Trench rollers are either skid-steer or equipped with articulated steering.  Operation can be by manual or remote control.  Large eccentric units provide high impact force and high amplitude (for rollers) that are appropriate for cohesive soils.  The drum pads provide a kneading action on soil.  Use these machines for high productivity.  
Configured as static-wheel rollers, ride-ons are used primarily for asphalt surface sealing and finishing work in the larger (8 to 15 ton) range.  Small ride-on units are used for patch jobs with thin lifts.  The trend is toward vibratory rollers.  Tandem vibratory rollers are usually found with drum widths of 30" up to 110", with the most common being 48".  Suitable for soil, sub-base and asphalt compaction, tandem rollers use the dynamic force of eccentric vibrator assemblies for high production work.  single-drum machines feature a single vibrating drum with pneumatic drive wheels.  The drum is available as smooth for sub-base or rock fill, or padded for soil compaction.  Additionally, a ride-on version of the pad foot trench roller is available for very high productivity in confined areas, with either manual or remote control operation.  
Rubber-tire These rollers are equipped with 7 to 11 pneumatic tires with the front and rear tires overlapping.  A static roller by nature, compaction force is altered by the addition or removal of weight added as ballast in the form of water or sand.  Weight ranges vary from 10 to 35 tons.  The compaction effort is pressure and kneading, primarily with asphalt finish rolling.  Tire pressures on some machines can be decreased while rolling to adjust ground contact pressure for different job conditions.
Equipment Applications
    Granular Soils   Sand and Clay   Cohesive Clay   Asphalt
Rammers   Not Recommended   Testing Recommended   Best Application   Not Recommended
Vibratory Plates   Best Application   Testing Recommended   Not Recommended   Best Application
Reversible Plates   Testing Recommended   Best Application   Best Application   Not Recommended
Vibratory Rollers   Not Recommended   Best Application   Testing Recommended   Best Application
Rammax Rollers   Testing Recommended   Best Application   Best Application   Not Recommended

Safety and General Guidelines
As with all construction equipment, there are many safety practices that should be followed while using compaction equipment.  While this instructional guide is not designed to cover all aspects of job site safety, we wish to mention some of the more obvious items in regard to compaction equipment.  Ideally, equipment operators should familiarize themselves with all of their company's safety regulations, as well as any OSHA, state agency or local agency regulations pertaining to job safety.  Basic personal protection, consisting of durable work gloves, eye protection, ear protection, approved hard hat and work clothes, should be standard issue on any job available for immediate use. In the case of walk-behind compaction equipment, additional toe protection devices should be available, depending on applicable regulations.  All personnel operating powered compaction equipment should read all operating and safety instructions for each piece of equipment.  Additionally, training should be provided so that the operator is aware of all aspects of operation. No minors should be allowed to operate construction equipment.  No operator should run construction equipment when under the influence of medication, illegal drugs or alcohol.  Serious injury or death could occur as a result of improper use or neglect of safety practices and attitudes.  This applies to both the new worker as well as the seasoned professional.
Trench work brings a new set of safety practices and regulations for the compaction equipment operator.  This section does not intend to cover the regulations pertaining to trench safety (OSHA Part 1926, Subpart P).  The operator should have knowledge of what is required before compacting in a trench or confined area.  Be certain a "competent person" (as defined by OSHA Part 1926.650 revised July 1, 1998) has inspected the trench and follows OSHA guidelines for inspection during the duration of the job.  Besides the obvious danger of a trench cave-in, the worker must also be protected from falling objects.  Unshored (or shored) trenches can be compacted with the use of remote control compaction equipment.  This allows to operator to stay outside the trench while operating the equipment. Safety first!
« Last Edit: January 01, 1970, 04:00:00 AM by Guest »

Pranati Roy (Banerjee)
Jr. Civil engineer
E-mail : [email protected]

Related Topics

  Subject / Started by Replies Last post
1 Replies
Last post January 04, 2010, 12:42:27 PM
by anupcc303
0 Replies
Last post January 10, 2010, 09:57:06 PM
by smitasunit
0 Replies
Last post January 10, 2010, 10:09:01 PM
by smitasunit
0 Replies
Last post January 10, 2010, 10:15:04 PM
by smitasunit
0 Replies
Last post September 24, 2011, 11:49:57 AM
by deepakmahana
0 Replies
Last post October 15, 2012, 03:34:01 PM
by baanalaravi
0 Replies
Last post March 26, 2014, 08:44:03 AM
by sivasakthi005

* Search

* Subscribe to Forum

Enter your email address: