Geotechnical News - June 2015 - page 38

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Geotechnical News •June 2015
GEOSYNTHETICS
Bhatia, S.K. Smith, J.L. and Chris-
topher, B.R. (1996). Geotextile
characterization and pore size dis-
tribution: Part III. Comparison of
methods and application to design.
Geosynthetics International,
3:301-328.
BS EN ISO 13433. Geosynthetics -
Dynamic perforation test (cone
drop test). British Standards Insti-
tute, London, U.K.
Calhoun C. (1972). Development of
design criteria and acceptance
specifications for plastic filter
cloths.
Technical Report S-72-7
U.S. Army Corps of Engineers,
Waterways Experiment Station
,
Vicksburg, USA, 98p.
CAN CGSB 148.1 Method No. 10.
Geotextiles - Filtration Opening
Size.
Canadian General Standards
Board
, Ottawa, Canada.
Elias, V., Salman, A., Juran, I., Pearce,
E. and Lu, S. (1999). Testing pro-
tocols for oxidation and hydrolysis
of geosynthetics.
USDoT Report
FHWA-RD-97-144
, 200p.
Elias, V. (2001). Long-term durabil-
ity of geosynthetics based on
exhumed samples from construc-
tion projects.
USDoT Report
FHWA-RD-00-157
, 62p.
Fannin, R.J. (2001). Basic geosyn-
thetics: a guide to best practices.
BiTech Press
, Richmond, Canada,
86p.
Faure, Y., Gourc, J.P., Millot, F. &
Sunjoto, S. (1986). Theoretical
and experimental determination
of the filtration opening size of
geotextiles.
Proceedings of the
Third International Conference on
Geotextiles
, Vienna. 4:1275-1280
ISO 10319. Geosynthetics: Wide-
width tensile test.
International
Organization for Standardization.
ISO 10776. Geotextiles and geotextile-
related products: Determination of
water permeability characteristics
normal to the plane, under load.
International Organization for
Standardization.
ISO 11058. Geotextiles and geotextile-
related products: Determination of
water permeability characteristics
normal to the plane, without load.
International Organization for
Standardization.
ISO 12236. Geosynthetics: Static
puncture test (CBR test).
Interna-
tional Organization for Standard-
ization.
ISO 12956. Geotextiles and geotex-
tile-related products: Determina-
tion of the characteristic opening
size.
International Organization
for Standardization.
Kay, D., Blond, E. and Mlynarek, J.
(2004). Geosynthetic durability:
a polymer chemistry issue. Proc.
57
th
Can. Geotech. Conf., 24-27
Oct.,2004, Quebec, Canada, Ses-
sion 4D, pp.1-14.
Koerner, R.M., Lord, A.E., Jr. and
Halse, Y.H. (1988). Long-term
durability and aging of geotextiles.
Geotextiles and Geomembranes
,
7:147-158.
Palmeira, E.M. & Gardoni, M.G.
(2000). Geotextile in filtration:
A state of the art review and
remaining challenges.
Int. Symp.
on Geosynthetics-GeoEng 2000
,
Melbourne, Australia, A. Bouazza
organizer, pp. 85-110.
Van der Sluys, L. and Dierickx, W.
(1990). Comparative study of
different porometry determination
methods for geotextiles.
Geotex-
tiles and Geomembranes,
9:183-
198.
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