Soil Cement project, eng. ssekamatte denis
Soil Cement
Content
• Introduction
• What is
Soil
Cement?
• WhyUseSoil-Cement?
• Howis Soil-Cement
Built?
• Objectiveof
theWork
• SoilCement Road
• Performanceof Soil Cement
• Types
• Advantages
• Disadvantages
• References
Introduction
Soilcement isfrequentlyused as
a construction material forpipebedding,slope protection,
and road construction
asasub baselayer reinforcingand
protectingthesubgrade.It
hasgood compressive and shear strength, butis brittle and has
low tensilestrength,so
it is
proneto forming cracks.
Soilcement mixtures differfrom Portland cementconcretein the amountofpaste (cement-water mixture). Whilein
Portland
cement concretes
thepaste
coats
all aggregateparticles andbinds them together, in soilcements theamountof
cement
is lower and thereforetherearevoids left and the resultis a cementmatrixwith nodules of uncemented material.
WhatisSoilCement?
Soilcement
is a construction
material, a mixof pulverized naturalsoilwith
small amount of portlandcement and
water, usuallyprocessed
in atumble, compacted to high density.
Hard,
semi-rigid
durable
material is
formed byhydrationof thecement particles.
WhyUseSoil-Cement?
Failing granular-basepavements, with or without their
old bituminous mats,can besalvaged, strengthened,
andreclaimed
as soil-cement pavements.
This is an efficient, economical
wayof
rebuildingpavements.
Since approximately90 percent percent of the material
used is alreadyin place, handlingand haulingcosts arecut to
aminimum. Manygranular andwaste
materials from
quarries andgravel pits
can also be used to makesoil-cement; thus
high-gradematerials are
conservedforother purposes.
Highwayand
cityengineers
praise soil-cement’s
performance,
its low firstcost, longlife,and
high strength. Soil-cement is
constructed quicklyand
easily– afact appreciated byownersand users
alike.
Howis
Soil-Cement Built?
Beforeconstruction begins,
simplelaboratorytests
establish the cement content,
compaction, and waterrequirements of thesoil material
to be used.During construction,
tests aremadeto seethat the requirements
arebeingmet.
Testingensures that themixturewillhavestrengthand
long-
term durability. Noguesswork
is involved.
Soil-cement
can bemixed in placeor in acentral mixingplant. Central mixingplants
can beused whereborrow material is
involved. Friablegranular
materials areselectedfortheirlow
cement requirements andeaseofhandlingand mixing.
Normallypugmill-typemixers areused.
The mixed soil-cement is then hauled to the jobsite and spread
on the preparedsubgrade.
Compaction and
curingprocedures
arethe samefor central-plant
and mixed-in-placeprocedures. Thereare foursteps in mixed-in-placesoil-cementconstruction;
spreading cement,
mixing,
compaction, and
curing.Theproper
quantityof cement is spread on the in-placesoil
material.
Then the cement,
thesoil material, and
the necessaryamountof
waterare mixed
thoroughlyby anyof several
types of mixingmachines.
Next,
themixtureis
tightlycompacted to obtain maximum benefit formthe cement.
No special
compaction
equipment is needed; rollers
of various kinds, depending
on soil type, can
beused.
Themixtureis cemented
permanentlyat
a high densityand the hardened
soil-cement
will notdeform or consolidate further under
traffic.
Curing,
the final step, prevents evaporation ofwater
to ensuremaximum
strength
development through
cement
hydration. A light
coat
of bituminous material is commonlyusedto prevent moistureloss; it
also forms part of thebituminous surface.
A common typeof
wearingsurface
forlight traffic is asurfacetreatment of bituminous material and
chips .5-to .75-inch thick. For heavy-dutyuseand in severeclimatesa1.5-inchasphalt mat
is used.
Contractors biddingon soil-cement
jobs know that construction
willbe relativelyeasyand
problem-free; weatherdelays rare;and reworking of completed
sections unnecessary.
Objectiveof theWork
To
studyabout soilcement roads.
To
studyabout construction
methods.
Discuss about various properties ofsoil cement roads.
Discuss about advantages
anddisadvantages of
soilcement
roads.
SoilCementRoad
Soil-cement
is ahighlycompacted mixtureof
soil/aggregate, Portlandcement,
and water. Soil- cement differs from Portland
cementconcrete
pavements in severalrespects. One
significant differenceis themanner
in which the aggregates
or soil particles areheld
together.
APortland
cement concrete
pavements
mixcontains sufficient paste (cement and water
mixture) to coat the
surface areaofall aggregates and
fill the void between
aggregates.In soilcement mixtures,
the paste is insufficient to
fill the aggregate voids andcoat all particles, resultingin acement
matrix that binds nodules ofuncemented
material.It is
widelyusedas
a low-cost
pavement basefor
roads, residential streets,parking areas,
airports, shoulders, and materials-handlingand
storage areas.Itsadvantages ofgreat
strength
and durabilitycombinewith low
firstcost to makeitthe outstandingvalue in its
field.
A
thin bituminous surfaceis usuallyplaced on thesoil-cement to
completethe pavement. material used for
soil cement aresoil cement
andwater. Theuse of soil-cement
can beofgreat benefit to both owners and users
of commercial facilities.Its cost comparesfavorablywith that ofgranular-basepavement. When built
for equal load carryingcapacity, soil-cement
is almost always
less expensive than otherlow-costsitetreatment
or pavement methods. Theuse or reuse ofin-placeor
nearbyborrowmaterials
eliminatesthe need for haulingof
expensive,
granular-
basematerials;thus both energyand
materials are
conserved.
PerformanceofSoilCement
Soil-cement
thicknessesareless
than thoserequired
forgranularbases
carryingthe
same traffic over
thesamesubgrade.This is because soil-cement is a cemented,rigid
material that distributes loads over broad areas.Its
slab-like characteristics
andbeam
strengthareunmatched
bygranular bases. Hard,
rigid soil-cement
resists cyclic cold,
rain,
and spring-thawdamage. Cement
stabilizes soilin two ways.
First, it reduces soil
plasticity,
especiallyforthesoil
in which thereis high amountof
clayparticles.
Thesecond is cementation
which is veryimportant becauseclayis
not its main composition.In
finegrained siltyand
clayeysoils,
the hydration of
cement develops
strong
linkages
between the
soilaggregates
to formamatrixthat effectivelyencases the soil aggregates.Old soil-cement pavements
in allparts ofthe continent
arestillgiving good
serviceat low
maintenancecosts.Soil-cement
has been used in everystatein theUnited States andin all Canadian provinces.
Specimens taken
fromroads show that the strength of soil-cement actuallyincreases
with age; some specimens werefourtimes as
strong as test specimens
madewhen the roads were first
opened to traffic. This reservestrengthaccounts in
part forsoil-cement’sgood
long-term performance.
Typesofsoilcement
Cement-modified soils
(CMS)
A cement-modified
soil contains relativelysmall proportion ofPortland cement. The
resultis caked or slightlyhardened
material, similarto a soil, but with improved
mechanicalproperties - lower plasticity,
increased
bearingratio
and shearingstrength,and
decreased
volume change.
Soil-cement
base (SCB)
A
soil-cement
basecontains higher proportion
ofcement
than cement-modified
soil.It is commonlyused asa cheap pavement basefor
roads, streets, parkinglots,
airports,
and material handlingareas.
Specialized equipment,
such asasoil stabilizer and
amechanical cement
spreader is usuallyrequired.
A seal coat is required
in order to keep moistureout. Foruses
as a road construction material, a suitable
surface coating,
usuallyathin layer ofasphalt
concrete, is needed
to reducewear.
Incomparison withgranularbases, soil
cement bases
can bethinner
for
thesame road load, owingto their
slab-likebehavior
that distributes load over broaderareas.In-placeor nearby
located materials
can beusedfor construction-locallyfoundsoil,
stone,
orreclaimedgranular base from aroad
being
reconstructed. This conserves
both material andenergy.
Thestrength
of soil-cement bases
actuallyincreases
with age, providing good long-term performance.
Cement-treated base
(CTB)
A cement-treated
baseisamixof granularsoil aggregates or
aggregate material with Portland
cement and water.It is
similarin
use and performancetosoil-cement
base.
Acrylic copolymer (Rhino Snot)
Developed
for
theU.S.Militaryin desert conditions
and commerciallytrademarked,"Rhino
Snot"is a watersolubleacrylic copolymerappliedto soilor sand which penetrates andcoats
the surface. When dry, itforms a waterproof,
UV-resistant,
solid bond which binds thesoil together reducingdust.In higherconcentration itcreatesadurable surfacethat canwithstand
heavytraffic allowingexistingsoil
to beused forroads, parkinglots,
trails andother heavytraffic areas.
Advantages
Economic
andEnvironmental Benefits
1.LowFirst Cost
Soil-cement
is often more economical
to construct
than
bases
through
theuse of soil material on ornear the commercial pavingsite.anyin-placenon-organic,low plasticitysoils can
be used.Also,nearbyborrowsoil can
provide anexcellent
material source,requiringlower
cement contents than clayand silt
soils.Borrowsoils do not
haveto be expensive base-course material;almost
anygranularmaterial issuitable.
2. Fast Construction
Modern methods and equipment makesoil-cementprocessingsimple and
efficient.In-placesoils areprocessedat thepavingsite.When
borrow soil is used,itn
is usuallymixed in a central
plant
the borrowsource,thehauled
to the pavingsitetobe compacted.
Finishedto grade,andcured.Thereis
no mellowingperiod or other delays in the construction process.Inaddition,soil- cement
is stable immediatelyafterconstruction and gains strength
rapidly.
3. Recyclingof Existing
Materials.
Making
good soil-cement outof old flexiblepavement is nothingnew;ithas been
done for years.Failed flexiblepavements contain
materialsthat can besalvaged
economicallyby recycling-breakingthemup,pulverizingthem,andstabilizingthem aminimum quantityof Portland cement
to makeanew soil-cement base.Thereis no disposal problem as is commomly
foundwhen old pavements aredugout.Since approximately90%of
thematerial used is already in place,handlingand haulingcostsare cut
to aminimum.Manygranular and waste
materials from
quarries andgravelpits can
also be usedtomakesoil-cement,thusconservinghigh-grade
materials forother purposes.
Engineering Benefits
1.Stiffness
Soil-cement
is alow-costpavement baseofferingthe feature mostessentialforlong-lasting
parking and storage areas-stiffness.Largepaved areas
must maintain
their
originalgradeand
mustnot develop depressions
or potholes if theyareto drain
freelyduring rains,thereby preventingpuddles and
damagefrom water
that
seeps
throughand weakensthe underlying
soil.Thestiffness of acement-stabilized
base actsto distributeloads over
a wider area,reducing subgradestresses and
allowingthe maintain its
originalgrade formany years
without
costly resurfacingor
repairs.
StabilizedBase
vs. UnstabilizedBase
Soil-cement
does not rut or consolidate.As acemented material,itdoes
not soften when exposed to water.When ruttingoccurs
in an unstabilized basematerial
or theunderlyingsubgradesoil,a simple
overlayof thepavement
surfaceis insufficient
to correct
the
causeof therutting.With
a stabilized base,ruttingis confined
to the asphaltsurfacelayer and
is relativelysimple
and less expensive to correct.
2. Great
Strength
Cores taken
from soil-cement pavements furnishproof of
its strength. Samples
taken after 15 to
20years showconsiderablygreaterstrength
thansampletaken when
thepavement
was initially
built. Becausethe cement in
soil-cement
continues to hydrate formany
years,
soil-cement
has “reserve”strength
and actuallygrows strength andactuallygrows stronger.
Soil-cement
thickness requirements areless
than
those forgranularbases
carryingthe same
traffic over thesamesubgrade. This is
because soil-cement distributesloads over broadareas.Its
slab-like characteristics and
beam strength
areunmatched
bygranular bases.
Strong, stiffsoil- cement
resists cyclic cold, rain
and spring-thaw damage.
3. SuperiorPerformance
Morethan
70years ofcollective experiencehavedemonstrated that
different kinds
of soil- cement mixtures
can betailored
to specific pavement applications,allachievingsuperior performanceas a resultof soil-cement’s strength.Thousands of miles of soil-cement pavement in
everystatein theUnitedStates and
in all theCannadian provincesarestillproviding
good serviceat low
maintenance costs.
Cement-treated bases
are designedto be virtuallyimpermeable,so thatevenunder frost
conditions no icelenses can
form in the baselayer.With
agranular,unboundmaterial,if poor
drainageexists or groundwaterrises,thebasecan
easilybecome saturated,causingsignificant strength losses.The cement-stabilized layer,on
theotherhand,willmaintain significant
strength
even
in theunlikelyevent
it becomes saturated.
Thehigher
stiffness of cement-treated bases
leads to lower pavement deflections and
lower asphalt strains,resultingin
longerfatiguelife
forthe asphalt surface.Theuseof soil-cement actuallyreduces
the occurrenceof
fatiguecracking,acommon
pavement
failure.
Disadvantages
1.
Need to follow thestandard
strictly. if not, theresultMaynot work properly.
2. Waterstillbe able
to penetrate if Capillaryvoid
too big.
3.If thepercentageof Cement
too high, it’ll createcrack.Dueto less flexibility(too
brittle)
Normallythe
optiumpercentageof
cement
shall belesser than 7%byweight of drysoil.
4.It’s not suitable for
some typeof
soils.
5.
Thehomogeneouslymixis strictlyconcened,then this
process needexperienced
supevisoror qualityequipment to
process.
6.
Can not operate if moistureof soil
above10%.
References
Comments