Xenon-Arc Type Apparatus
ASTM D 448
(2003a) Sizes of Aggregate for Road and
Bridge Construction
ASTM D 4491
(1999a) Water Permeability of Geotextiles
by Permittivity
ASTM D 4595
(1986; R 2001) Tensile Properties of
Geotextiles by the Wide-Width Strip Method
ASTM D 4632
(1991; R 2003) Grab Breaking Load and
Elongation of Geotextiles
ASTM D 4751
(1999a) Determining Apparent Opening Size
of a Geotextile
ASTM D 4873
(2002) Identification, Storage, and
Handling of Geosynthetic Rolls and Samples
ASTM D 5321
(2002) Determining the Coefficient of Soil
and Geosynthetic or Geosynthetic and
Geosynthetic Friction by the Direct Shear
Method
ASTM D 6638
(2001) Determining Connection Strength
Between Geosynthetic Reinforcement and
Segmental Concrete Units (Modular Concrete
Blocks)
ASTM D 698
(2000ae1) Laboratory Compaction
Characteristics of Soil Using Standard
Effort (12,400 ft-lbf/cu. ft. (600
kN-m/cu. m.))
GEOSYNTHETIC INSTITUTE (GSI)
GSI GRI GG6
(1996) Grip Types for Use in Wide Width
Testing of Geotextiles and Geogrids
GSI GRI GT6
(1992) Geotextile Pullout
NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA)
NCMA TR127
(1997) Design Manual for Segmental
Retaining Walls
NCMA TR160
(1998) Seismic Design Manual for Segmental
Retaining Walls
U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)
FHWA NHI-00-043
(2004) Mechanically Stabilized Earth Walls
and Reinforced Soil Slopes Design and
Construction Guidelines (ISDDC)
1.2
DEFINITIONS
**************************************************************************
SECTION 02832
Page 6
Previous Page
