Embankment dams: Geotextiles, Part 19
United States. Bureau of Reclamation, United States. Bureau of Reclamation. Assistant Commissioner--Engineering and Research
U.S. Dept. of the Interior, Bureau of Reclamation, Assistant Commissioner, Engineering and Research, 1992 - Technology & Engineering - 72 pages
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ASTM average roll values bonding Burst strength Chapter 19 Chemical construction Contractor cover material creep criteria Cutting resistance design standard drainage applications drains Separation EMBANKMENT DAMS Endurance properties engineering erosion control erosion control applications evaluation failure Federal Highway Administration FHWA filaments filtration flow friction function geocomposite Geogrids Geomembranes geonet geosynthetic Geotechnical Geotextile filters geotextile is placed geotextile properties geotextile-reinforced geotextile-related products geotextiles and related Giroud Grab Strength hydraulic conductivity inches installation layer lb/in ln addition lndex tests load millimeters minimum average roll monofilament nonwoven fabrics nonwoven geotextiles normal stress permeability permittivity Physical properties placement polyester polymer polypropylene Puncture resistance ratio reinforcement Filter riprap riprap or backfill sampled Seam strength shear slit film slope protection soil filter zone soil particles soil-fabric soil-geotextile specific spunbonded staple fibers stress-strain curve structures subgrade Submittals surface Table 16 Temperature stability tensile forces tensile strength tensile test transmissivity typically Ultraviolet width Woven geotextiles yarns