Grajales Javier A, Pérez Lisa M, Schwab A Paul, Little Dallas N
College of Engineering, Zachry Department of Civil and Environmental Engineering, Texas A&M University, 3136 TAMU, College Station77843-3136, Texas, United States.
Division of Research, High Performance Research Computing (HPRC), Texas A&M University, 3361 TAMU, College Station77843-3361, Texas, United States.
ACS Omega. 2021 Jan 15;6(4):3130-3139. doi: 10.1021/acsomega.0c05519. eCollection 2021 Feb 2.
Hydrated lime is widely used as a mineral filler to improve several properties of bituminous materials such as reducing the susceptibility of the composite to moisture-induced damage. Although experimental evidence supports the efficacy of using hydrated lime as a mineral filler, the molecular scale mechanism of reactivity of hydrated lime within the bitumen to reduce moisture damage is not understood. This is important when considering the durability of structural applications of bituminous materials such as asphalt concrete pavements subjected to both environmental and loading extremes. In this study, the interaction between hydrated lime and the key molecular building blocks of bitumen is modeled using density functional theory and compared against analogues of other common fillers such as calcite and quartz. Free energies of dissociation (Δ ) are calculated, and the nature of the bonds is characterized with contour maps of the Laplacian of the electron density. Hydrated lime is capable of reacting with specific functional groups in bitumen moieties and developing strong, water-resistant complexes. Among the functional groups investigated, carboxylic acids are the preferential reaction sites between hydrated lime and the bitumen moieties. Values as high as Δ = +49.42 kcal/mol are reported for hydrated lime with water as the surrounding solvent. In contrast, analogues of calcite (Δ = +15.84 kcal/mol) and quartz (Δ = +4.76 kcal/mol) are unable to chemically react as strongly as hydrated lime in the presence of water. Contour maps of the Laplacian of the electron density indicate that the bonds between hydrated lime and model asphalt moieties are of an ionic nature. The atomistic modeling results correlate with thermodynamic calculations derived from experimental constants and are consistent with infrared spectrometric data.
熟石灰作为一种矿物填料被广泛用于改善沥青材料的多种性能,例如降低复合材料对水分诱导损伤的敏感性。尽管实验证据支持使用熟石灰作为矿物填料的有效性,但熟石灰在沥青中降低水分损伤的反应性的分子尺度机制尚不清楚。在考虑沥青材料结构应用的耐久性时,这一点很重要,例如沥青混凝土路面会受到极端环境和荷载的影响。在本研究中,使用密度泛函理论对熟石灰与沥青的关键分子结构单元之间的相互作用进行建模,并与其他常见填料(如方解石和石英)的类似物进行比较。计算了解离自由能(Δ),并通过电子密度拉普拉斯算子的等高线图对键的性质进行了表征。熟石灰能够与沥青部分中的特定官能团发生反应,并形成强的、耐水的络合物。在所研究的官能团中,羧酸是熟石灰与沥青部分之间的优先反应位点。以水为周围溶剂时,熟石灰的Δ值高达 +49.42 kcal/mol。相比之下,方解石(Δ = +15.84 kcal/mol)和石英(Δ = +4.76 kcal/mol)的类似物在有水存在的情况下无法像熟石灰那样发生强烈的化学反应。电子密度拉普拉斯算子的等高线图表明,熟石灰与模型沥青部分之间的键具有离子性质。原子模型结果与从实验常数得出的热力学计算结果相关,并且与红外光谱数据一致。