United States
                   Environmental Protection
                   Agency
Hazardous Waste Engineering
Research Laboratory
Cincinnati OH 45268
                   Research and Development
EPA/600/S2-87/015 Apr. 1987
v°/EPA         Project  Summary
                   Evaluation  of Flexible
                   Membrane  Liner  Seams
                   after  Chemical  Exposure and
                   Simulated  Weathering

                   William R. Morrison and Linda D. Parkhill
                    Strength and durability were tested
                   in presently available seaming systems
                   for flexible membrane liners (FML). The
                   seams were exposed to selected, simu-
                   lated environmental conditions over
                   short periods of up to 52 weeks. A total
                   of 37 combinations of supported and
                   unsupported polymeric sheet materials
                   joined by various seaming methods
                   was subjected to 6 chemical solutions,
                   brine and water immersion, freeze/
                   thaw cycling, wet/dry cycling, heat
                   aging, and accelerated outdoor aging.
                   Effects of these environmental condi-
                   tions were evaluated using shear and
                   peel strength tests before and after ex-
                   posure.  The tests were performed
                   under dynamic load at room tempera-
                   ture and  under static dead load at 50°C.
                   In addition six  NDT (nondestructive
                   test) methods were evaluated.
                    This Project Summary was devel-
                   oped by ER/k's Hazardous Waste Engi-
                   neering  Research Laboratory, Cincin-
                   nati, OH, to announce key findings of
                   the research project that is fully docu-
                   mented in a separate report of the same
                   title (see Project Report ordering infor-
                   mation at back).

                   Introduction
                    A considerable number of laboratory
                   tests and pilot-scale studies have been
                   conducted by various Government and
                   private-sector groups to assess the ef-
                   fects of chemical waste products on the
                   integrity  of FMLs in hazardous waste
                   containment facilities. However, little
                   has been done to assess the perform-
                   ance of the various types of seams used
in joining the manufactured roll goods
in the factory and the panels seamed in
the field. To learn more about the
strength and durability of seams made
by presently available seaming sys-
tems, the U.S. Environmental Protec-
tion Agency (USEPA) has funded  re-
search with the U.S. Bureau  of
Reclamation (USBR) to evaluate FML
seams exposed to selected, simulated
environmental conditions over short
periods of up to 52 weeks. The seams
listed in Tables 1  and 2 were subjected
to  six chemical solutions, brine and
water immersion, freeze/thaw cycling,
wet/dry cycling, heat aging, and acceler-
ated outdoor aging.
 Effects  of the environmental condi-
tions in this study were evaluated using
shear and peel strength tests before and
after exposure. The tests were per-
formed under dynamic load at room
temperature, and under static dead load
at 50°C (122°F). In addition to seam test-
ing, six nondestructive test (NDT) meth-
ods were evaluated in this study. The
six NDT methods were:
 - Acoustic method - ultrasonic pulse
   echo (5 to 15 MHz)
 - Acoustic method - continuous wave
   resonant frequency (167 kHz)
 - Air lance - 345 kPa (50 Ib/in2)
 - Vacuum  chamber
 - Double seam pressurization
 - Mechanical point stress


Exposure Methods
 For chemical immersion, solutions
were chosen to represent a wide range

-------
Table 1.  Types of Factory Seams Evaluated
   Lining
  Material
      Scrim
   reinforcement
       Seaming
       method
 Seam
width (in)
36-mil CPE
36-mil CPE
30-mil CSPE
36-mil CSPE
36-mil CSPE
36-mil CSPE
36-mil CSPE
36-mil CSPE
38-mil EIA
40-mil EPDM
30-mil CPE
30-mil CPE
30-mil LLDPE
30-mil PVC
30-mil PVC
30-mil PVC
6x6 leno polyester
10 x 10 polyester
8x8 polyester
6x6 polyester
10 x 10 polyester
6x6 leno polyester
10 x 10 polyester
10 x 10 polyester
polyester
10 x 10 nylon
Thermal-hot air                 2.25
Thermal-hot air                 1.00
Thermal-hot air                 2.50
Thermal-hot air                 3.00
Thermal-hot air                 2.00
Thermal-hot air                 2.25
Bodied solvent adhesive          3.00
Thermal-dielectric               1.25
Thermal-hot air                 2.00
Vulcanized/3/4 in. capstrip        1.50
Solvent adhesive               1.00
Thermal-dielectric               0.75
Thermal-hot wedge             0.62
Solvent adhesive               1.00
Thermal-dielectric               0.75
Thermal-dielectric               0.75
Table 2.  Types of Field Seams Evaluated
Lining
Material
36-mil CPE
36-mil CPE
30-mil CSPE
36-mil CSPE
36-mil CSPE
36-mil CSPE
36-mil CSPE
36-mil CSPE
36-mil CSPE
38-mil EIA
40-mil EPDM
30-mil CPE
30-mil CPE
30-mil HOPE
80-mil HOPE
80-mil HOPE
80-mil HOPE
30-mil LLDPE
30-mil PVC
30-mil PVC
30-mil PVC
Scrim
reinforcement
6x6 leno polyester
10 x 10 polyester
8x8 polyester
6x6 polyester
10 x 10 polyester
6x6 leno polyester
10 x 10 polyester
10 x 10 polyester
10 x 10 polyester
polyester
10 x 10 nylon
—
—
—
—
—
—
—
—
—
—
Seaming
method
Bodied solvent adhesive
Solvent adhesive
Bodied solvent adhesive
Bodied solvent adhesive
Adhesive
Bodied solvent adhesive
Solvent adhesive
Solvent adhesive
Solvent adhesive
Thermal-hot air
Gum tape/cement
Solvent adhesive
Solvent adhesive
Extrusion fillet weld
Extrusion fillet weld
Extrusion lap weld
Thermal-hot dual wedge
Thermal-hot wedge
Solvent adhesive
Solvent adhesive
Solvent adhesive
Seam
width (in)
3.00
3.00
4.50
4.50
3.00
3.00
3.00
3.00
3.00
2.00
6.50
3.00
3.50
N/A
N/A
1.75
1.00
0.63
2.00
3.50
3.00
of chemical groups. These solutions
were:
  10 percent phenol (organic acid)
  10 percent hydrochloric acid (inor-
ganic acid)
  10 percent sodium hydroxide (inor-
ganic base)
  10 percent methyl ethyl ketone (ke-
tone)
  5 percent furfural (aldehyde)
  100 percent methylene chloride (halo-
genated hydrocarbon)
  Methylene chloride is not soluble in
water; therefore, pure solvent was used
to avoid the problem of phase separa-
tion. Pure chemicals or aqueous chemi-
cal solutions were selected for testing
rather than simulated or actual wastes
                       from waste sites to simplify verification
                       of testing procedures. The use of repre-
                       sentative groups of chemicals  also
                       allows for reasonable interpretation of
                       the data.
                        Chemical, brine,  and water immer-
                       sion of seam samples was  accom-
                       plished in covered 170-liter (45-gal) ca-
                       pacity polypropylene and polyethylene
                       tanks. These  tanks were filled sepa-
                       rately with each of the liquids and the
                       seam samples were then suspended in
                       the  liquids.  Three tanks of room-
                       temperature tapwater and six  tanks of
                       saturated sodium chloride  brine solu-
                       tion [three tanks at room temperature
                       and three at 50°C (122°F)] were also set
                       up for immersing samples at the USBR
Laboratory. The samples, except for the
room temperature brine, were removed
and tested after 3, 6 and 12 months of
immersion. Due to an error in schedul-
ing, the room temperature brine sam-
ples were only tested after 3 and  12
months of immersion.
  The  remaining samples were either
placed in running tapwater for 6-month
saturation before beginning freeze/thaw
or wet/dry cycling tests or set aside for
heat aging tests. For heat aging, seam
samples were subjected for periods of
4,8, and 13 weeks to oven-aging at 70°C
(158°F) in an effort to provide an acceler-
ated test of long-term heat effects on
the seam systems. Double-sided expo-
sure of all samples was used to accom-
modate the large number of samples in
minimum space. An advantage  of
double-sided exposure over single-
sided exposure was the reduced time
needed to see the effects of the liquids
on the samples. In parallel with the tank
immersions, smaller coupons of the
parent  materials were immersed  in
small, clear glass  jars for  periodic
weight  and  thickness measurements.
The smaller coupons allowed for easier
inspection of the polymeric sheet mate-
rials for obvious excessive degradation,
swelling, or change  in color or surface
texture. If any accelerated response was
observed in  the coupons, the seam
samples were removed from the larger
tanks before they were destroyed com-
pletely. The ratio of the volume of liquid
to the surface area for each coupon was
6.2 mL/cm2 (40 mL/in2).
  Thirty-two representative seam sam-
ples received accelerated outdoor sun-
light exposure testing on accelerated
weathering test machines located at the
Desert Sunshine Exposure Test (DSET)
Laboratories  in Phoenix, Arizona. The
machines are capable of tracking  the
sun and focusing the sun's rays on the
5-inch-wide  seam specimens for opti-
mum UV (ultraviolet) exposure. The ac-
celerated rate of degradation of the sun
exposure is  approximately eight times
that of conventional outdoor exposure.
The samples were  visually inspected
and photographed after 6 months of ex-
posure. After  1 year  of exposure,  the
samples were again inspected and pho-
tographed, and then returned to  the
USBR where they were tested for peel
strength retention and observed for any
obvious deterioration.

Test Methods
  Coupon samples of some parent ma-
terials  were measured for weight and

-------
thickness before immersion. The 21
coupon samples, each with dimensions
of 50 millimeters by 125 millimeters
(2 in by 5 in), were measured after 1, 2,
3, 4, 8, 12, 36, and 52 weeks of immer-
sion.
  Initial physical properties were tested
on the unexposed seam samples for all
lining materials. The data collected rep-
resent the virgin materials and seams in
an unexposed state as received from
the factory or the field fabrication.
  After completion of the liquid immer-
sions and the required environmental
conditioning intervals, dynamic shear
and  peel testing and static dead load
peel testing  were performed to deter-
mine changes in physical properties.
The  dynamic shear and peel tests were
conducted in accordance  with the  test
procedures described in ASTM D 4545-
86, "Standard Practice for Determining
the Integrity of Factory Seams Used in
Joining Manufactured Flexible Sheet
Geomembranes."
  Test results of exposed seam samples
were compared to the test results of
original unexposed seam samples for
all tests. The mode of failure was evalu-
ated as well as the numerical results of
shear, peel, and  dead load in  Ibf/in of
seam width.
  Several methods  are  available for
qualitatively testing seams without test-
ing  samples from a  completed lining
system.  These nondestructive test
methods can be  used to  measure  the
continuity of a seam but cannot be used
to quantitatively  measure the relative
strength of the joint or the projected fu-
ture performance. These methods
should be used in conjunction with de-
structive  methods in a quality assur-
ance program. Table 3 summarizes the
available NOT methods evaluated in
this study.

Results
• Results of the study indicate that no
  direct correlation exists between  the
  seam shear and seam peel strengths.
  For example,  high shear strength
  does not  guarantee  high peel
  strength. The shear test appears to be
  more indicative of the strengths and
  weaknesses of the parent material,
  whereas the peel test is more a meas-
  ure of the strengths and weaknesses
  of  the seam bond.
• Dead load  peel testing  indicates that
  for the most part, no direct correlation
  exists between the results of this test-
  ing and the dynamic peel testing.
 •  For supported  FMLs, the  seam
   strength properties within  the same
   generic group  [CPE (chlorinated
   polyethylene) or CSPE (chlorosul-
   fonated polyethylene) for  example]
   varied depending on the  particular
   FML chemical formulation and the
   type of scrim (reinforcing fabric).
 •  Chemical immersion tests indicate
   that changes in weight and thickness
   of the  materials affected occur quite
   rapidly.
 •  In chemical immersion testing the
   performance of the FML seams was
   that essentially expected,  based  on
   the recommendations of the FML
   manufacturer and review of the avail-
   able chemical compatibility data.
 •  Results of the accelerated outdoor
   sunlight exposure testing indicate
   that the one-year exposure may  be
   too long, resulting  in accelerated
   weathering conditions too severe  for
   some materials.
 •  Of the three thermal methods used to
   field seam HOPE liners, evaluated in
   this study, the extrusion lap weld pro-
   duced the highest shear  and peel
   strengths. The extrusion fillet weld
   produced  a slightly higher  shear
   strength than the hot dual wedge, but
   the peel strengths of these two seams
   were nearly identical. In  the peel
   tests, however, the hot dual wedge
   seam exhibited a failure within the
   seam area, and the  other  two field
   seams failed at the seam edge.
 •  Of the two factory seaming methods
   used for the unsupported PVC (poly-
   vinyl chloride) and CPE liners, the
   seams made with the solvent adhe-
   sive exhibited higher shear strengths,
   whereas those made dielectrically
   produced  higher peel strength val-
   ues. The higher shear strength was
   primarily  due to the wider factory
   seam for the solvent adhesive seam.
   In the shear tests, failure occurred in
   the parent material.  The same was
   also true for the peel tests, except for
   the PVC solvent adhesive seam,
   where the failure occurred within the
   seam itself. No appreciable difference
   was noted in the performance of the
  two seaming methods.

• Studies on the NDT methods indicate
  that each method has particular
  strengths and limitations as a check
  for seam bonding. However,-none of
  the methods determine seam
  strengths.
• The performance of  the individual
  seams are summarized in tables for
  chemical immersion and other expo-
  sure conditions.

 Conclusions
 • Peel strength of a seam is an impor-
  tant property that should be tested
  along with the shear strength to eval-
  uate the quality of a seaming method
  or operation.
 • The dead load peel test, as conducted
  in this study, was not a valid proce-
  dure for  evaluating the quality of a
  seaming  method or operation.
 • Generic-type  material specifications
  are not sufficient to ensure  satisfac-
  tory performance of FML seams
  when used for hazardous waste con-
  tainment applications.
 • Short-term chemical immersion tests
  of up to 6 months may not  be of
  enough duration to determine the
  chemical compatibility of some FML
  seams.
 • Existing publishing data  and manu-
  facturers' recommendations on
  chemical compatibility of FML materi-
  als give a reasonable basis  to make
  an initial judgment on the expected
  performance of seams  in  a given
  chemical environment.
 • The 1-year accelerated outdoor sun-
  light exposure may be too severe for
  some FML materials.
 • The two factory seaming methods
  evaluated in this study for PVC and
  CPE produced satisfactory seams.
 • As part of this study, the factory seam
  requirements  listed in  NSF Standard
  No. 54 were reviewed for the materi-
  als evaluated. Based on the results of
  this study, and other USBR  studies,
  the shear requirements (breaking fac-
  tor) are satisfactory, but the  peel re-
  quirements (peel  adhesion) for the
  unsupported materials such as CPE
  and PVC appear to be low.
 • The air lance, vacuum chamber, and
  mechanical point stressing work well
  on most seam types with some spe-
  cific limitations.

 Recommendations
 • The dead load peel test should be
  conducted utilizing a certain  percent-
  age of the ultimate peel strength. This
  will require additional  testing to es-
  tablish realistic dead load test values
  for the various FML seams.
• The  specifications for hazardous
  waste containment should  incorpo-
  rate special provisions to ensure a
  specific FML formulation for chemical
  compatibility with the materials to be
  contained.

-------
Table 3.  Recommended NOT Methods Based on This Research
FML
Supported
CSPE
and
CPE
Unsupported
CPE
Unsupported
PVC

Unsupported
HOPE
HDPE-A
LLDPE


Supported
EPDM
and BUTYL
Supported
EIA
Ultrasonic Continuous Double Mechanical
Thickness pulse echo wave resonant Vacuum seam point
(mils) (5-15 MHz) frequency (167 kHz) Air lance chamber pressurization stress
30
36
45
60
20
30 *
20 *
30 *
40 *
20 *
30
40 '
60 *
80
* * *
# * *
# # 4
r
# #
*

* » *
•
* » #


* » *
# *
# *
# *
# *
* #
100 *
30 » *
45 * *
60









38 *


7 m// = 0.0254 mm.
  The 120-day immersion period speci-
  fied in EPA Test  Method 9090,
  "Compatibility Test for Waste and
  Membrane Liner," should be re-
  viewed to ensure that it is of  long
  enough duration to determine chemi-
  cal compatibility.
  Additional studies are recommended
  to determine if the accelerated
  weather test is truly representative of
  long-term weathering  of FML's for-
  mulated for outdoor exposure.
  Additional studies are recommended
  to develop a method for testing HOPE
  seams for environmental stress
  cracking.
  Studies should be conducted on eval-
  uating the thermal-hot air method for
  factory seaming PVC and CPE materi-
  als. This  would  provide an opportu-
  nity to document the results for future
  specification consideration.
  The NSF Joint Committee on FMLs
  should give consideration to increas-
  ing the peel adhesion values for CPE
  and PVC  and for supported CPE and
  CSPE materials.
W. R. Morrison and L D. Parkhill are with U.S. Bureau of Reclamation, Denver,
  CO 80225..
Mary Ann Outran is the EPA Project Officer (see below).
The complete  report, entitled "Evaluation of Flexible Membrane Liner Seams
  after Chemical Exposure and Simulated Weathering," (Order No. PB 87-166
  526/AS; Cost: $24.9$, subject to change) will be available only from:
       National Technical Information Service
       5285 Port Royal Road
       Springfield, VA 22161
       Telephone: 703-487-4650
The EPA Project Officer can be contacted at:
       Hazardous Waste Engineering Research Laboratory
       U.S. Environmental Protection Agency
       Cincinnati, OH 45268

-------
United States
Environmental Protection
Agency
Center for Environmental Research
Information
Cincinnati OH 45268
Official Business
Penalty for Private Use $300
EPA/600/S2-87/015
              0000329   PS

              U  S ENVIR PROTECTION AGENCY
              REGION 5  LIBRARY
              230 S  DEARBORN  STREET
              CHICAGO             IL   60604

-------