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第四届亚洲土工合成材料学术大会论文集 英文版 52.docx

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Table 3Stress crack resistance of HDPE GMs (hour)HDPE GMs40°C60°CpH=4pH=8pH=4pH=8Smooth CMD21()218141146MD220220151149Textured CMD210210140147MD218215151149CONCLUSIONDamaged HDPE GMs showed excellent acidity-resistance as intact HDPE GMs. There is no statisticallysignificant difference exists between the mean load atyield and elongation at load corresponding to the pHtreatments whereas statistically significant difference wasfound between the mean load at yield and elongation alyield corresponding to the temperature treatments. Inacidic and alkaline conditions. HDPE GMs performed thesame stress crack resistance. The increase in temperatureand the level of loading shows the decrease in stress crackresistance.ACKNOWLEDGEMENTSThis work was supported by grant No. RTI04-01-04from the Regional Technology Innovation Program of the
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Term
Summer
Professor
Eric Larson
Tags
Statistics, Tensile strength, Statistical significance, Standard, ASTM International, Geosynthetic

Unformatted text preview: Ministry of Commerce. Industry, and Energy (MOCIE). REFERENCES Koerner RM (2(X)5) Designing with Geosynlhetics. 5lh ed., Prentice Hall. Eagle wood Cliffs. NJ, Chapter 5 Giroud JP (2005) Quantification of geosynthetic behavior. Geosynthetics Internationa) 12( 1): 2-27Grulec SB. Edil TB. Benson. CH (2004) Effect of acidic mine drainage on the polymer properties of an HDPE geomembrane. Geosynthetics International 11(2): 60- 72ASTM D 638-03 (2003) Standard Test Method for Tensile Properties of Plastics, ASTM International. West Conshohocken. PA, USA ASTM D 5379-05 (2005) Standard Test Method for Shear Properties of Composite Materials by the V- Notched Beam Method. ASTM International, West Conshohocken. PA. USA 3 4...
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