Stabilized Mud Blocks

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    By

    Raghu.t

    DSCE,Bengalooru

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Concrete masonry is already extensively used in

    building construction abroad, It is likely to make

    considerable headway in the future in this country due

    to following reasons

    Durability

    Strength

    Structural Stability

    Good sound absorption and heat insulation.

    Fire resistanceRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    It is a block made out of cement & aggregates.

    The proportion will vary from manufacturer to

    manufacturer & ingredients.

    Generally it is made of 1:6.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Concrete Block Technology is based on theprinciple of densi f icat ion of a lean concrete

    mix to make a regular shaped, un i form , high

    performance mason ry uni t .

    It is an effective means of ut i l izing wastes

    generated by stone crushers, quarrying and

    stone processing units.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Concrete blocks are of 3 types

    Hollow & non-load bearing

    Hollow & load bearing

    Solid & load bearing.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Solid

    b lock

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    IS 2185-1979- Specifications for concrete

    masonry units ( hollow & solid concrete block )

    IS 2572-1963 code of practice for construction

    of hollow concrete masonry.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    The most common sizes are

    400x200x200mm,(8 inch)- for load bearing

    400x150x200 & (6 inch)- for load bearing

    400x100x200.( 4 inch)( for partition walls- non

    load bearing)

    Other sizes can also be manufactured based on

    requirements of clientRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Hollow

    block

    Cellular

    b lock

    Corner

    b lock

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Hollow Concrete Blocks are an excellent

    replacement for clay bricks since they are

    energy efficient

    Blocks are made of concrete, which absorbs

    very little water. At the same time, they have

    vertically aligned holes, which do not allow

    moisture to seep through.Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Concrete blocks can be used like any other

    masonry unit to build foundations, walls, arches

    and corbels, etc.

    A typical concrete block is equivalent to 4.5

    bricks, thus construction is faster than with other

    masonry units.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    The mortar is also less which results in cost

    saving.

    They are also compatible with other materials

    like fired bricks, dressed stone and compressed

    earth blocks for composite wall construction.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    The strength of concrete blocks depends on its

    constituent materials used for its manufacture.

    The presences of excessive fine silt in quarrydust & use of low % of cement leads to lower

    strengths.

    The BIS prescribes a minimum strength of2.0Mpa for concrete blocks.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Highly Durable.

    Low Maintenance, Color and brilliance of

    masonry withstands outdoor elements.

    Load Bearing, strength can be specified as per

    the requirement.

    the hollow space in the blocks Provide good

    insulation properties against sound , heat &

    dampness .Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Good fire resistance

    The rough surface of blocks makes plastering

    easier.

    Concrete blocks permits adoption of thin walls

    thereby achieving increased floor area & hence

    saving in space.

    Do not require formwork.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Economical & Environment Friendly, flyash

    used as one of the raw materials.

    Popular for foundation walls.

    Blocks are fairly inexpensive.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Wooden mould & Steel mould

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    In India bricks are generally classified as :

    Country bricks

    table moulded bricks

    wire cut bricks.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Country bricks are made using a simple four

    sided mould.

    Theses bricks are moulded by the soft mud

    process where soil has a high moisture content

    facilitating easier pressing.

    The moulding is to be done on level ground &

    wet brick is left on the ground for drying.

    After drying the bricks are burned using

    firewood.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    This type of bricks are made by soil with lesser

    moisture ,which leads to the improved shape &

    strength for the brick.

    This bricks generally have frog on one of thebedding faces.

    These bricks are dried in shade & then burned in

    the kiln.

    This bricks are stronger than country bricks &strength ranging from 3.5Mps to 7.0Mpa.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    These bricks are made with very good soil & with

    more mechanized operations.

    A continuous slab of clay is sliced by a wire

    frame into a number of bricks.After drying, the bricks are burnt in the kiln.

    A good wire cut brick retains very good shape &

    strength ranges from 10Mpa to 20 Mpa.

    A wirecut brick with 10Mpa strength can beconveniently used for load bearing masonry upto

    5 storeys without RC fames.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    (i) Bricks should be table moulded, well burnt in kilns,copper coloured, free from cracks and with sharp and

    square edges.

    (ii) Bricks should be uniform shape and should be of

    standard size.(iii) Bricks should give clear ringing sound when struck each

    other.

    (iv) Bricks when broken should show a bright homogeneous

    and compact structure free from voids.

    (v) Bricks should not absorb water more than 20 percent by

    weight for first class bricks and 22 percent by weight for

    second class bricks, when soaked in coldwater for a

    period of 24 hours.Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    (vi) Bricks should be sufficiently hard no impression,

    should be left on brick surface, when it is scratched

    with finger nail.

    (vii) Bricks should be low thermal conductivity and they

    should be sound proof.

    (viii) Bricks should not break when dropped flat on hardground from a height of about one meter.

    (ix) Bricks, when soaked in water for 24hours, should not

    show deposits of white salts when allowed to dry inshade.

    (x) No brick should have crushing strength below 55kg/cm2

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    The clay fired bricks are lighter than the cement

    hollow blocks. They are not porous, absorb lesswater and therefore do not require plastering.

    These blocks are equal to six handmade bricks

    and hence would save cost for the buyers.

    Different sizes of burnt hollow clay bricks are:

    Length mm Width mm Height mm

    190 190 90

    290 190 90290 140 90

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    The minimum average crushing strength of

    the bricks should be 3-5 N/mm2 according

    to the IS 3952-1988.

    The average water absorption of the bricks

    by mass when shaIl be not more than 20

    percent.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Here, the soil available locally are made use for

    production of blocks.

    These blocks can be manufactured @ construction

    sites by a manual press;

    Transportation cost is not incurred;

    No burning process is done ( which is a must for

    bricks); so no wood used here, thereby being eco-

    friendly.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    These are dense solid blocks compacted using a machine

    with a mixture of soil, sand, stabilizer (cement/lime) and

    water. OR

    Stabilized mud block can be manufactured from a mixture

    of suitable soil-sand and stabilizers such as Portland

    cement or a combination of lime and Portland cement. A

    uniform mixture of soil-sand-stabilizer is compacted into a

    high density block at optimum moisture content using a

    machine.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Soils contain particles of different sizes such as gravel,

    sand, silt and clay minerals (soils containing 10-15%

    clay and 60-75% sand are satisfactory )

    Classify the soils into 2 broad categories:

    (a) Expansive soils and

    (b) Non-expansive soils depending upon whether

    the soil contains an expansive clay mineral or not.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Soils containing non-expansive clay minerals can be

    utilized for stabilized mud blocks using Portland cement

    as a binder.

    Whereas expansive soils need hydrated lime to

    stabilize the swell-shrink properties and hence use of

    lime is essential for producing stabilized mud blocks

    with expansive soils.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    The following steps are involved in the stabilizedmud block production process:

    a)Sieving the soil through 5mm sieve.

    b) Mixing of soil and sand (or crusher dust) in therequisite proportion.

    In case of higher clay %, the sand fraction in the

    soil should be increased to bring down the clay

    content.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    c) Adding stabilizer (cement/lime) to soil-sand mixture

    and mixing with optimum quantity of water.

    The proportion of soil and stabilizer depends on the

    strength and performance requirements and the type

    and amount of clay in the soil.Cement stabilization is best for sandy soils in which

    cement is generally added to the tune of 6 to 8% by

    weight of soil.A sandy soil will need about 10-12% water for Optimum

    Moisture Content.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    d) Pressing the block in a machine to the

    required density.

    e) Ejecting the block, stacking and curing.

    The blocks must be stacked in a shaded area to

    prevent quick loss of moisture on exposure to sun

    which can cause shrinkage cracks.

    Curing has to be done for 28 days.

    If the blocks cannot be cured for 28 days due to

    time constraints, then ensure that they are cured

    for at least 14 days, with the remaining curing

    carried out by keeping the masonry wet.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    SMB roduction at construction siteRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Compacting the blockRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Machine with mould lid openRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Block ejectionRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Stacking and curingRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Blocks of different shapes

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    SMB block corbel

    Rounded corner and Corbelled

    SMB blocks

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    Stabilized mud blocks can be manufactured in differentsizes and shapes. Maximum size of the block is limited by

    the capacity of the machine to supply required compaction

    force or energy during the block production process.

    Range of actual block dimensions shall be as follows.

    Length: 200mm to 305mm,Width: 100mm to 200mm,

    Height: 75mm to 100mm.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Some typical sizes for the stabilized mud blocks are

    given in Table.

    Blocks of special shapes such as rounded corner,corbelled or any other shape for the purposes of

    enhancing aesthetic appearance of masonry and the

    building can be manufactured with special attachments

    to the machines.

    Sl No. Dimensions (mm)Length Width Thickness

    1 230 105 75 or 90 or 100

    2 230 190 90 or 1003 200 200 75 or 90 or 100

    4 305 143 90 or 100

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    The wet compressive strength of the stabilized mud blocksshould be determined in saturated condition. The blocks have tobe soaked in water for at least 48 hours prior to the strengthtest.

    The minimum wet compressive strength of blocks should be 3

    N/mm2or 30 kg/cm2for a double storeyed house construction.

    Using a higher percentage of cement more than 8% cement -higher strengths in the range of 4 to 6 N/mm2 can be achieved. Ablock of 7 N/mm2 stength is suitable for four-storeyed load

    bearing construction.

    Blocks of strength 2.5 3 N/mm2can be used for load bearingwalls in framed buildings and for single storied houses in ruralareas.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

    Strength and water absorption values of SMB

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    Strength and water absorption values of SMB

    collected from different construction sites are

    given Table-3.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Composite mortars such as cement-lime-sand or

    cement-pozzolana-sand or cement soil-sand mortars are

    best suited for stabilized mud block masonry.

    The mortar selection shall be based on masonry designand the nature of application such as plastering,

    pointing, etc.

    Cement-soil-sand mortars of 1:2:5 or 1:1:6 give better

    bond strength for the masonry when compared to 1:6

    cement-sand mortar.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Stone masonry in lower part of a wall rural housingRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    SMB wall exposed to 10 years of natural

    weatheringRaghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Two storeyed load bearing seminar hall (6.2m span designed for one more storey)

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Residential building with SMB walls and vault

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    Cost of SMB mainly depends upon:

    (a) cost of soil and sand or quarry dust,(b) cost of stabilizer (cement/lime),

    (c) labour cost of block making and

    (d) depreciation cost of machine.

    Range of costs for a block of size: 230 X 190 X 100 mm (2.7 timesbrick volume) is as follows.

    1) Cost of soil: Rs. 0.40 1.40

    2) Cost of sand/quarry dust: Rs. 0.50 1.50

    3) Labour cost: Rs. 1.50 2.00

    4) Cement (7%) cost: Rs. 2.50 2.75

    5) Machine depreciation: Rs. 0.50 0.50

    ---------------------

    Total cost Rs. 5.40 8.15

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Cost can be drastically reduced by the use of local

    materials and self-help labour.

    Number of blocks (of size 230 X 190 X 100 mm) requiredfor 1 m of SMB masonry = 180-190 and

    volume of mortar in 230 mm thick wall = 20%.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Stabilized mud blocks having strength and performance

    equivalent to or better than that of burnt clay bricks are

    being produced and used.

    Load bearing masonry buildings of up to 4 storey heighthave been built using SMB.

    Properly prepared SMB blocks do not disintegrate upon

    soaking in water for any length of time and the exposedbuildings can perform satisfactorily over ones life time.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    e) The walls do not require plastering and offer scope for

    exposed natural finish with aesthetically pleasing

    appearance.

    f) The block strength can be adjusted by proper selection of

    stabilizer content.

    g) Provides good thermal comfort

    h)Creates additional local employment in block production

    Can be made with locally available earth which makes itcost effective.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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    Requires a good understanding of the type of soil

    available for block production and how it can be

    improved/ stabilized.

    Availability of soil in adequate quantity from a singlesource, can be a limitation

    Needs careful design and detailing of the building to

    ensure that the walls are not damaged by rain.

    Raghu Thyagaraj, Asst Prof.Civil Dept, DSCE

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