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Adhesion mechanisms of bituminous crack sealant to aggregate and laboratory test development.

机译:沥青裂缝密封胶的聚集机理和实验室测试发展。

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Crack sealing is a common pavement maintenance treatment because it extends pavement service life. However, crack sealant often fails prematurely due to a loss of adhesion. Since current test methods are mostly empirical and only provide a qualitative measure of bond strength, they cannot predict sealant adhesive failure accurately. Hence, there is an urgent need for test methods based on bituminous sealant rheology that can better predict sealant field performance. This study introduces three laboratory tests aimed to assess the bond property of hot-poured crack sealant to pavement crack walls. The three tests are designed to serve the respective needs of producers, engineers, and researchers. The first test implements the principle of surface energy to measure the thermodynamic work of adhesion, which is the energy spent in separating the two materials at the interface. The work of adhesion is reported as a measure of material compatibility at an interface. The second test is a direct adhesion test, a mechanical test which is designed to closely resemble both the installation process and the crack expansion due to thermal loading. This test uses the Direct Tension Test (DTT) device. The principle of the test is to apply a tensile force to detach the sealant from its aggregate counterpart. The maximum load, Pmax, and the energy to separation, E, are calculated and reported to indicate interface bonding. The third test implements the principles of fracture mechanics in a pressurized circular blister test. The apparatus is specifically designed to conduct the test for bituminous crack sealant, asphalt binder, or other bitumen-based materials. In this test, a fluid is injected at a constant rate at the interface between the substrate (aggregate or a standard material) and the adhesive (crack sealant) to create a blister. The fluid pressure and blister height are measured as functions of time; the data is used to calculate Interfacial Fracture Energy (IFE), which is a fundamental property that can be used to predict adhesion. The stable interface debonding process makes this test attractive. This test also may be used to estimate the optimum annealing time, and to quantify other interface characteristics, such as the moisture susceptibility of a bond. In addition, the elastic modulus of the sealant and its residual stresses can be determined analytically.;While the direct adhesion test is proposed as part of newly-developed performance-based guidelines for the selection of hot-poured crack sealant, the blister test may be used to estimate the optimum annealing time, in addition to IFE determination.
机译:裂缝密封是一种常见的路面养护方法,因为它可以延长路面使用寿命。但是,裂纹密封剂通常会由于失去附着力而过早失效。由于当前的测试方法主要是经验性的,并且仅提供定性的粘合强度度量,因此它们无法准确预测密封胶的失效。因此,迫切需要一种能够更好地预测密封剂现场性能的基于沥青密封剂流变学的测试方法。这项研究引入了三个实验室测试,旨在评估热浇注的裂缝密封胶与路面裂缝墙的粘结性能。这三种测试旨在满足生产者,工程师和研究人员的各自需求。第一个测试采用表面能原理来测量粘附力的热力学功,这是在界面处分离两种材料所花费的能量。据报道,粘合功是在界面处材料相容性的量度。第二项测试是直接附着力测试,这是一种机械测试,旨在紧密类似于安装过程和由于热负荷引起的裂纹扩展。此测试使用直接拉伸测试(DTT)设备。该测试的原理是施加拉力以使密封剂从其集合体中分离出来。计算并报告最大载荷Pmax和分离能E,以表明界面键合。第三次测试在加压圆形水泡测试中实现了断裂力学原理。该设备专门设计用于测试沥青裂缝密封胶,沥青粘合剂或其他沥青基材料。在该测试中,将流体以恒定的速率注入到基材(集料或标准材料)和粘合剂(裂缝密封剂)之间的界面上,以产生气泡。流体压力和水泡高度是时间的函数。该数据用于计算界面断裂能(IFE),这是可用于预测附着力的基本属性。稳定的界面剥离工艺使该测试具有吸引力。该测试还可以用于估计最佳退火时间,并量化其他界面特性,例如键的水分敏感性。此外,可以通过分析确定密封胶的弹性模量及其残余应力。虽然直接粘合试验是作为新开发的基于性能的热浇注裂缝密封胶选择指南的一部分,但建议进行起泡试验除IFE确定外,还可用于估计最佳退火时间。

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