United States
Environmental Protection
Agency
Hazardous Waste Engineering
Research Laboratory
Cincinnati OH 45268
Research and Development
EPA/600/S2-85/127  Jan. 1986
Project Summary
M'
Resistance  of  Flexible
Membrane  Liners  to
Chemicals  and Wastes

Arthur D. Schwope, Peter P. Costas, and Warren J. Lyman
  Qualitative and quantitative informa-
tion  on the chemical resistance of
flexible membrane liners (FMLs)  has
been collected from vendors and tech-
nical publications. This information has
been compiled in a computer data base
comprising about 3.000 data fields on
23 liner materials and 549 chemicals. A
printout of the information is included
in the full report.
  Criteria for assessing the information
on a common basis were  developed.
Based on these criteria, normalized
ratings of chemical resistance were
developed for each chemical/material
pair for which there were data. In all,
1,300 ratings were developed and have
been summarized in a chemical resis-
tance matrix. These ratings are intended
to provide guidance to FML users, but
they are not appropriate by themselves
as a  basis for selecting or  rejecting a
liner. Furthermore the pertinence of the
criteria on which the ratings are based
has not been  substantiated by field
experience.

  This Project Summary was developed
by EPA's Hazardous Waste Engineering
Research Laboratory, Cincinnati, OH,
to announce key findings of the research
project that is fully documented in a
separate report of the same title (see
Project Report ordering information at
back).

Introduction
  Concern about the long-term integrity
of waste containment systems (impound-
ments and landfills) has resulted  in more
stringent containment regulations. These
regulations focus on the materials used
to line and cap waste sites to prevent
liquid escape and water entry. The mate-
rials used are principally clays and syn-
thetic polymers. The latter include flexible
membrane liners (FMLs), which are the
subject of the full report.
  FMLs are installed  in the form of
sheeting that is typically several feet wide
and 0.02 to 0.1 in. (20 to 100 mils) thick.
Sheets are seamed together at the site.
Sheeting is presently fabricated from one
of four primary or one of several second-
ary base polymeric materials, some of
which are used alone and some of which
are reinforced with fabric.
  Selecting a liner for a given application
involves defining the site requirements,
the length of storage, and the waste to be
contained.  Leaks may occur from tears,
punctures,  cracking, faulty seams, or
other physical occurrences, but they may
also  result  from chemical attack of the
liner. The resistance of a liner material to
chemical attack and permeation are vital
considerations in liner selection.
  Liner materials vary widely in their
resistance to any given chemical. Thus
chemical resistance testing is conducted
by the liner industry, by those contem-
plating  installation of a waste impound-
ment facility, and by various government
agencies. Though these  groups  have
conducted  considerable testing,  their
results have been difficult to  compare
because there  have  been no  standard
procedures for testing and reporting the
results. Furthermore,  the findings are
scattered throughout the technical litera-
ture, government reports, vendors' bro-
chures, and proprietary literature.
  The objective of  this study  was to
gather, analyze, and report all  available

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existing data on the resistance of poly-
meric FMLs to waste chemicals that may
be stored in hazardous waste landfills
and surface impoundments. The purpose
of this compilation is to help liner manu-
facturers, vendors, purchasers, and re-
viewers of permit applications to select
the most chemically resistant FML for a
given waste site.

Materials
  FMLs are compounded from mixtures
of one  or  more base  polymers with
additives to improve processing, physical
properties, and resistance to weather and
soil  exposure.  Except  for highly  com-
pounded FMLs such as polyvinyl chloride,
the base polymer is the main determinant
of the liner's ultimate chemical resis-
tance. The chemical resistance of any
polymer  is principally a function of its
chemical  structure, molecular weight,
crystallinity, and degree of crosslinking.
The base polymers most commonly used
for FMLs are as follows:

• Chlorinated polyethylene (CPE)
• Chlorosulfonatedpolyethylene(CSPE)
• High-density polyethylene (HOPE)
• Polyvinyl chloride (PVC)

Most of the chemical resistance  data
presented in the full report are for these
materials. Another group of base poly-
mers is  less widely used and has limited
data available. They are also included in
the full report.

Methods for Assessing
Chemical Resistance
  The chemical resistance of any material
is related to its ability to perform any
intended functions during and/or after
contact  with a  chemical. If  no change
occurs in  a liner's  ability to function as
designed after chemical exposure,  it is
said  to  be  resistant to  the chemical.
Chemical resistance of an FML should be
rated on the liner's ability to prevent the
passage of waste and leachate or certain
components of these liquids.  The barrier
can be breached by chemical interactions
that reduce the physical properties of the
FML to the point of failure, or it can be
breached by permeation of the waste or
its components  through  the  FML.  The
latter may occur with little noticeable
effect on the liner's physical properties.
  Though no consensus yet exists on
what characterizes a nonresistant liner,
changes in the following physical charac-
teristics  generally indicate a  lack of
chemical resistance: weight, dimensions,
tear  strength, tensile strength,  percent
elongation at break, modulus of elonga-
tion, and hardness. In addition, semicrys-
talline polymers may also exhibit stress
cracking as a  sign  of  poor chemical
resistance. Correlations between changes
in these physical properties and changes
in the barrier effectiveness of the FML
have not been developed.

Information Sources
  Chemical  resistance information was
solicited from the FML industry and from
university and independent researchers.
In addition, an extensive literature search
was conducted. The principal sources of
information  were the vendors of liners
and liner materials (who provide chemical
resistance tables as part of their product
literature) and government-sponsored
research. The  vendors'  tables typically
contain  qualitative ratings of resistance
upon exposure to  neat  chemicals. The
criteria for these ratings were not usually
available from the vendors, and test data
were supplied  in only a few cases. Most
test  data for  liners exposed  to  neat
chemicals and waste mixtures came from
government-funded studies.

Computer Data Base
  The information gathered was compiled
in a computer data base comprising about
3,000 data fields on 23 liner materials
and 549 chemicals.
  The information  in the data base con-
sists of two types: quantitative and quali-
tative. The quantitative data consisted of
specific test results. The qualitative in-
formation was provided  by vendors and
technical literature that described chem-
ical resistance in subjective terms such
as "excellent," "fair," or "poor." Since
these terms are not -onsistent  or com-
parable  between  sources,  the ratings
have been  normalized to a common 5-
grade scale of a, b, be, c, and d, where "a"
is the most chemically resistant liner and
"d" is the least.
  All essential information of the data
base has been tabulated and is included
as an appendix to the full report for those
who may want to  independently assess
chemical resistance or for those who may
be involved  in research  using chemical
resistance data.

Chemical Resistance Matrix
  After  the data  were  compiled and
entered  into the  data  base,  the  data
needed to be summarized on a common
basis in a form that would serve various
groups interested in the use of FMLs for
waste containment. The format selected
was a matrix in which chemical resistance
was reducedto resistant and nonresistant
ratings and could be shown on a chemical-
by-chemical basis for each generic class
(base polymer) of liner material. A scheme
was devised to  indicate chemical resis-
tance as derived from either the qualita-
tive ratings and/or from an evaluation of
laboratory results.
  The ratings in the chemical resistance
matrix are intended to be used only as a
general guide in assessing the potential
performance of a liner. A favorable rating
is no guarantee that the liner will perform
successfully. Nor should an unfavorable
rating be taken  as an absolute indicator
that the liner is unsuitable for a particular
application. No known correlations have
been made between the liner material
performance  in short-term laboratory
tests and likely performance over decades
in the field. Nevertheless, compiling and
assessing available information will help
users reach intelligent decisions regard-
ing the installation of FMLs.

Information Handling
  To facilitate  the generation of the
chemical resistance matrix for FML mate-
rials, the information was organized by
means of  a commercially available and
widely used computer data base system
known as FOCUS (Information Builders,
Inc., New York, New York).*
  The key field for each record was the
Chemical Abstracts registry number for
the  chemical of  concern.  Mixtures  of
wastes  were assigned numbers.  The
chemicals were also assigned to a chem-
ical  class  (inorganic acids,  amines, ke-
tones, etc.), and each class was given a
code number. Depending on the type of
information available,  the  record  also
contained the  type  of liner, vendor's
resistance  rating,  temperature  for the
rating, type of test performed, exposure
conditions and  time, test results, and
fields for referencing information sources.
Thus, once the data were compiled, they
could be retrieved on  the basis of the
chemical,  chemical class, liner material,
test type, etc. The types of liner materials
and tests for which published data were
found are listed in Tables 1 and 2.
  As described earlier, the qualitative
ratings of chemical resistance were nor-
malized to a common 5-grade scale from
most to least resistant.
•Mention of trade names or commercial products
 does not constitute endorsement or recommenda-
 tion for use.

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Table 1.    Liner Materials
                                          Table 2.
                                Chemical Resistance Tests
Code*
Description
HDPE/EPDM   High-density polyethylene/
              EPDM alloy

HOPE         High-density polyethylene
LDPE (Copol)   L ow-density polyethylene
              copolymer
EVA (Copol)    Ethylene vinyl acetate
              copolymer
CSPE         Chlorosulfonated
              polyethylene
CR           Polychloroprene

EPDM         Ethylene-propylene-diene
              terpolymer

IIP           Isobutene-isoprene copolymer
              (butyl rubber)

CO           Polyepichlorohydrin

ECO          Epichlorohydrin-ethylene
              oxide copolymer

CPE          Chlorinated polyethylene
PVC          Polyvinyl chloride
Polyester      Polyester elastomer

AC           Asphalt concrete

HAC          Hydraulic asphalt concrete
SC           Soil cement—95 parts soil,
              5 parts clay, 10 parts cement,
              9 parts water

SA           Soil asphalt— 7 parts asphalt,
              100 parts soil
ASPH         Asphalt

ECB          Ethylene-bitumen copolymer

PVC-CPE      Polyvinyl chloride-chlorinated
              polyethylene blend
CPE/PE/CPE   Laminate of CPE and PE

XR-5          XR-5® (Seaman Corporation)

"As used in the chemical resistance matrix.

Data Limitations
  The  organization and consolidation of
chemical resistance information required
grouping liner materials by generic type.
All information for a given base polymer
was thus categorized together, regardless
of liner formulation or supplier. This
approach facilitated data handling, but it
could also lead to false conclusions about
the performance of a given brand of liner
material. This problem may be particularly
significant when only one source of
information has been found for a single
liner/chemical pair. If that information
applies to a  liner that was specially
formulated for the specific waste or
chemical, it may lead to false conclusions
Description
Permeation
Immersion followed by dimensional
measurements
Data Reported As
g/m*/hr
% swelling
Test
Code"
1
2
                     Immersion followed by measurement
                     of elongation at break

                     Immersion followed by weighing

                     Immersion followed by determination
                     of tensile strength at break

                     Immersion followed by determination
                     of stress at 100% elongation

                     Hardness

                     Immersion followed by determination
                     of stress at 20O% elongation

                     Soil permeability
% change in elongation at break


% weight change

% change in maximum strength


% change in 100% modulus


Hardness points change

% change in 200% modulus


cm/s
 5

 7
 9

10


11
                     "As used in the appendix to the full report.

                     about other liners in the  same generic
                     class. But if the information indicated
                     poor performance, it could wrongly deter
                     the user from investigating the use of a
                     generic  material in  an upgraded formu-
                     lation.

                     Conclusions
                       The criteria for assessing the compiled
                     data and developing chemical resistance
                     ratings  for the matrix are based on
                     technical judgment and generally concur
                     with similar attempts by  other  investi-
                     gators.  However, the criteria have  not
                     been proposed or adopted as standards by
                     the U.S.  Environmental Protection Agency
                     (EPA) or any independent organization.
                     The criteria represent a starting point for
                     developing chemical resistance standards
                     for  liner materials. All information on
                     which the ratings are based is presented
                     in  the appendix to the full  report  to
                     facilitate other interpretations. As more
                     information from the laboratory and field
                     becomes available, the data base can be
                     expanded  and the  criteria  modified to
                     reflect experience.
                       The full  report was submitted in fulfill-
                     ment of Contract No.  68-01-6160 by
                     Arthur D. Little, Inc., under the sponsor-
                     ship of the U.S. Environmental Protection
                     Agency.

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    Arthur D. Schwope, Peter P. Costas, and Warren J. Lyman are with Arthur D.
      Little, Inc., Acorn Park, Cambridge, MA 02140.
    Robert P. Hartley is the EPA Project Officer (see below).
    The complete report,  entitled "Resistance of Flexible Membrane Liners to
      Chemicals and Wastes, "fOrder No. PB 86-119 955/AS; Cost: $22.95, 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/S2-85/127
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