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机译:使用截锥试验对PVC土工膜的抗穿刺性
1nProfessor of Civil and Environmental Engineering, 2217 Newmark Civil Engineering Laboratory,nUniversity of Illinois, 205 N. Mathews Ave., Urbana, IL 61801, USA, Telephone: +1 217 333 7394,nTelefax: +1 217 333 9464, E-mail: tstark@uiuc.edun2nUndergraduate Research Assistant, Department of Civil and Environmental Engineering, 2217nNewmark Civil Engineering Laboratory, University of Illinois, 205 N. Mathews Ave., Urbana, IL 61801,nUSA, Telephone: +1 217 333 7394, Telefax: +1 217 333 9464, E-mail: tboerman@uiuc.edun3nUndergraduate Research Assistant, Department of Civil and Environmental Engineering, 2217nNewmark Civil Engineering Laboratory, University of Illinois, 205 N. Mathews Ave., Urbana, IL 61801,nUSA, Telephone: +1 217 333 7394, Telefax: +1 217 333 9464, E-mail: cjconnor@uiuc.edu;
Geosynthetics, PVC geomembrane, Puncture resistance, Truncated cone test, Durability;
机译:技术说明采用截锥试验的PVC土工膜的抗穿刺性
机译:多种防护土工合成材料对土工膜的耐穿刺性
机译:通过实验室测试的PVC-P防水性土工膜的长期耐久性评估
机译:土工复合材料对土工膜耐穿刺性的影响。
机译:黏土中的圆锥体渗透试验:速率效应及其在桩身阻力计算中的应用。
机译:综合穿刺评分:力 - 位移加权冲刷渗透试验改善了玉米的茎秆封闭抗性估计
机译:土工膜系统的刺激性
机译:铝/冷温罐车耐穿刺试验:数据报告