GEOSYNTHETICS: DRAINAGE COMPOSITE
Environment Friendly and Cost Effective
Alternative to Conventional Graded Filters
P
      roviding proper drainage system         conventional solutions respecting the       hydraulic barrier and at the same time
      for structures such as earth re-        safety, technical and functional require-   drain of excess water for area above the
      taining structures, pavements,          ments of structure. MacDrain are spe-       drainage composite.
water front structures, canals etc is of      cial type of geocomposites that enable
paramount importance. Locking of wa-          rapid drainage of excess water while        Functions of a MacDrain
ter inside the structure impose extra         preventing soil particle migration. It is       The main function of MacDrain is
water pressure and earth pressure due         a geosynthetics product which is used       to drain the water away from the struc-
to reduction in shear strength of soil.       as an alternate to conventional gravel      ture. The core part of MacDrain Which,
This reduces stability of structure and       drainage layer behind earth retaining       is made of polymer core networks as
can even lead to catastrophic failure.        structures, buried structures like base-    water carrier and the geotextile part
Traditionally gravel or aggregate layer       ments and culverts, in trace garden,        checks the passage of fine soil particles
in combination with sand is provided          canal lining and dam applications etc.      into drain and thus avoids the clogging
behind the earth retaining structures,        MacDrain is 20 to 50% cheaper com-          of drainage composite.
within earthen dams and as pavement           pared to conventional graded filter.            MacDrain serves the following
edge drains. However, the aggregates                                                      functions in a civil structure (as shown
used for filter and drainage layers is        MacDrain – (Drainage Composite)
                                                                                          in Figure 2).
becoming scarce commodity in India                Macdrain is a specifically designed
and an alternate material is essential to     Geocomposite to meet the drainage           -   Drainage – Main / Primary function
replace the increasing need of aggre-         and protection requirements in struc-       -   Filtration
gates for such infrastructure projects.       turally demanding water draining ap-        -   Separation
Ban has been imposed in many states           plications. MacDrain effectively elimi-     -   Erosion protection
on mining of precious natural resourc-        nate hydrostatic pressure by collecting     -   Barrier (One side Geomembrane)
es / materials.                               and conveying groundwater to a drain
     Conventional graded filters have lot     pipe for discharge. Figure 1 shows a
of disadvantages like: Clogging of filter     typical MacDrain which are made of
layer by fine soil particles, difficulty in   lightweight three dimensional, high
quality construction (as there is a need      compressive strength polymeric core         Figure 2: Various function of drainage composite
to provide proper gradation of aggre-         and nonwoven geotextile, provided on
gate / material depending upon the            one side or both sides as per require-      Drainage Composite behind Retaining
fill material) etc. With advancement of       ments. Depending upon the application,      wall and Bridge abuments
technology in the field of construction,      drainage composite may also be pro-
‘Geosynthetics’ has become a simple           vided with a Geomembrane or laminat-             Drainage composite reduces the
and effective replacement to various          ed geotextile on one side of it to act as   pore water pressure and thus increas-
                                                                                          es the overall stability of earth retaining
                                                                                          structures. It is laid behind the wall fa-
                                                                                          cia as shown in Figure 3. At the bottom
                                                                                          end, it is connected to perforated PVC
                                                                                          pipe (Optional) of suitable diameter to
                                                                                          drain the water off. If in case there is the
                                                                                          conventional retaining wall system con-
                                                                                          sisting of the weep holes, the MacDrain
                                                                                          can be used for the dissipation of the
                                                                                          water that may be generated behind the
                                                                                          retaining wall.(Ref: Figure 3A).
                                                                                          Installation of MacDrain for Drainage
                                                                                          Applications
                                                                                              The general guideline for the suc-
                                                                                          cessful installation of MacDrain is men-
Figure 1 : Typical MacDrain Photograph                                                    tioned as follows:
                                                                                               GEOSYNTHETICS: DRAINAGE COMPOSITE
Figure 3: Drainage composite in Retaining wall                     Figure 3A : Drainage composite in Retaining wall
with weep holes
-   Fixing the drainage composite to                    suspended horizontally from the top of      -   Place pipe surrounded material
    structures                                          structure.                                  -   Ensure no voids between side of
-   Backfilling procedure                                                                               the trench and the MacDrain which
-   Horizontal drains                                   Backfilling procedure:                          would result in uneven stress. This
-   Other Considerations                                    Here care should be taken that the          precaution is important at the base
                                                        backfill material must not form a bar-          near the crown of pipe.
Fixing the drainage composite to struc-                                                             -   Care must be taken that the large
tures                                                   rier by becoming less permeable than
                                                        the soil being drained. Use the following       stones are not allowed to damage
    MacDrain must be held in position                   sequence: Backfilling should be done            the MacDrain surface.
while backfilling is in progress. It can                by proper compaction for the achieve-       Seams:
be done by: nailing through wooden                      ment of the 95% compaction.
battens, or scaffold poles can be also                      It is done by using proper compactor.       Edge seams shall be formed by
Figure 4: MacDrain installation behind Retaining wall
GEOSYNTHETICS: DRAINAGE COMPOSITE
Figure 5: Compaction in progress for MacDrain installation behind Retaining wall                  Figure 6: Attachment of Drainage Pipe with MacDrain
                              Conventional Method (Gravel
                                                                               Solution With Macdrain               Advantage Of MacDrain
                                        Layer)
                             Graded filter by mixing range of
                                                                          Geotextile layer at the base acts        Better filter function be-
         Filter             soil particles sizes from gravel to
                                                                                       as filter                  cause of controlled quality
                                            silt.
                                                                                                                   A much thicker drainage
                           drainage will be provided by a layer              The drainage net will do the           layer can be replaced
                           of granular material which is liable               function of draining off the            with a thin layer of
    Drainage The            to get clogged over period of time                water with geotextile layer           MacDrain performing
                             resulting in decrease in perfor-                acting as a filter which will          equal or better for the
                                          mance                              not allow clogging to occur              required drainage
                                                                                                                           function
                            Material quantity and quality tend
                             to differ along the length of the                High level consistency in              Better and consistent
        Quality
                            wall due to construction sourcing                 quality and is maintained                     quality
                                 and human error issues
                             Construction would be difficult
       Ease of                                                               Construction is simple as it           Faster and economical
                           especially laying the granular ma-
     construction                                                              is very easy to lay the                   construction
                             terial in gradation behind wall
                             The cost of construction is high                  Reduction in excavation
                                                                                                                   Cost effective and faster
                              due to construction of several                  elimination of gravel bed,
                                                                                                                   construction. In general
                           elements for the drainage function               perforated pipe network and
          Cost                                                                                                     20 to 50% savings can be
                             and difficulty of construction as                 slurry seal and ease of
                                                                                                                   made by using MacDrain.
                                     mentioned above                         laying MacDrain results in
                                                                             lower cost of construction
Comparison of Gravel Vs Macdrain as a filter media
utilizing the flap of geotextile extending                                                            provide a sufficient overlap on all sides
                                                     fastened on both sides with non water
from the MacDrain edge and lapping                                                                    to fasten.
                                                     soluble construction adhesive or any
over the top of the geotextile of the adja-                                                                According to MORTH minimum 600
                                                     other suitable method.
cent course. The geotextile flap shall be                                                             mm thick (Sec 3100, Cl no.3106.4 & Cl.
securely fastened to the adjacent fabric             Repairs                                          No. 2504.2.2) gravel is required behind
by means of a non watersoluble con-                                                                   reinforced soil structure. Similarly,
struction adhesive or any other suitable                 If the MacDrain is damaged during            600mm thick (Appendix 6 Clause 2 IRC
method. Where vertical splices are nec-              installation by tearing or puncturing,           78 :2000) drainage media is required
essary at the end of a drainage compos-              the damaged section must be cut out              behind abutment, wing walls and re-
ite roll or panel, a 200-mm continuous               and replaced completely or repaired by           turn walls (Mass gravity or RCC retain-
strip of geotextile may be placed, cen-              placing a piece of MacDrain that is large        ing walls). The smaller size aggregates
tered over the seam and continuously                 enough to cover the damaged area and             shall be provided near to backfill soil
                                                                                      GEOSYNTHETICS: DRAINAGE COMPOSITE
face and larger size aggregates shall         -   Extremely effective solution com-             vided intermittently in the conven-
be provided neat to wall face.                    pared to traditional stone drainage           tional system is omitted by using
     This kind of graded filter placement         layer                                         drainage composite and drainage
is very difficult to achieve. The gradation   -   Being light in weight, it is easy to          pipe and hence provide good aes-
of backfill material may also vary from           handle and install them quickly.              thetic look to the wall.
stretch to stretch and it is very difficult   -   Made of PP and PE so durable and         -    The burden on natural resources
to consistently match the requirements            chemical resistant                            for gravel/aggregate is also re-
unless very stringent quality control         -   High flow capacity as compared to             duced.
measures are in place.                            conventional gravel drain                -    There is also a reduction in emis-
     While MacDrain being factory man-                                                          sion of greenhouse gases due to
                                              -   Acts as drainage as well as protec-
ufactured product, are easy to install                                                          reduction in blasting and crushing
                                                  tion layer due to its high puncture
and suitable for wide range of soil gra-                                                        of rock aggregates.
                                                  resistance
dation. As the time passes, the fine soil
particles tend to clog the voids of gravel    -   Provides and maintains high flow
layer and thus the overall flow capacity          paths for water and gases, there-
                                                  fore maintains soil stability                For further details:
of gravel layer reduces drastically. But
the Macdrain have a filter geotextile lay-    -   Filtration properties are suitable for       Maccaferri
er attached to its drainage core which            most soil types                              14th Floor, Vatika Professional
shall not allow the fine backfill parti-      -   Highly compressive strength core             Point, Golf Course Ext. Road –
cles to clog the drainage net and thus        -   Robustness prevents puncturing               Gurgaon , Haryana - 122 001
                                                                                               Telephone: +91 - 124 - 439 8400
ensures requires in-plane flow capacity           and tearing during installation              E-mail: info@in.maccaferri.com
and proper functioning.                       -   Separates and protects structure             Website : www.maccaferri.com/in
                                                  from fill material, and much more            Regional Office:
Advantages of Drainage Composite
                                                  effective than conventional gravel           Ahmedabad : +91- 79-4006 2958
     Drainage composites provide effec-           filter which are liable to clogging.         Kolkata : +91- 33 - 4003 3210
                                                                                               Mumbai : +91-22 - 6164 2222
tive solution over conventional drainage      -   Since these are factory manufac-             Pune : +91-20 - 4100 1900
layer.                                            tured products so high quality can           Chennai : +91- 44 - 3010 0000
     Some of the inherent advantages of           be assured                                   Manufacturing Unit, Ranjangaon-
drainage composite are:                       -   Weep holes that are generally pro-           Pune: +91-2138 -393 000