机译:使用多重应力蠕变恢复(MSCR)测试方法来表征聚合物改性的沥青粘合剂
Department of Civil Engineering, AR State Univ., PO Box 1740, LSW#239, State University, AR 72467;
School of Civil Engineering and Environmental Science, The Univ. of Oklahoma, 202 West Boyd Street, CEC #334, Norman, OK 73019;
School of Civil Engineering and Environmental Science, and Alumni of Petroleum and Geological Engineering, College of Engineering, The University of Oklahoma, 202 West Boyd Street, CEC #334, Norman, OK 73019;
Oklahoma Department of Transportation, 200 NE 21st Street, Oklahoma City, OK 73105;
elastic recovery; rutting; mscr; creep compliance; non-recoverable strain;
机译:使用多重应力蠕变恢复(MSCR)测试来表征沥青粘合剂的车辙潜力:文献综述
机译:巴西巷道中多重应力蠕变恢复(MSCR)粘合剂测试结果与沥青混凝土抗车辙性之间的关系
机译:基于多重应力蠕变恢复(MSCR)测试的非线性粘弹性分析的沥青粘合剂对永久变形的抵抗性
机译:使用多重应力蠕变恢复测试评估当前改性沥青粘合剂
机译:沥青粘合剂的流变特性:多重应力蠕变恢复测试的分析。
机译:从恒定载荷压痕蠕变测试获得蠕变应力指数的稳定压头速度方法的极限情况分析
机译:印第安那州多重应力蠕变恢复沥青粘合剂测试和规格分析
机译:DOTD沥青粘结剂规范多重应力蠕变恢复(msCR)试验的有效性。