Studies on jute–asphalt composites

The tensile properties of jute make it a suitable raw material for asphalt overlay (A/O) fabric. In this study, the thermal stability of jute under conditions of asphalt overlaying process was investigated and the compatibility of jute with asphalt was assessed through experimentation on jute–asphalt composites under mechanical and hygral loads. Fourier transform infra red (FTIR) spectroscopic study revealed probable chemical bonding between jute and asphalt. The test for ascertaining the capability of asphalt encasement for protecting jute against biodegradation under enzymatic attack was found positive. A 6‐month hygral treatment, of the jute–asphalt composite, showed significant increase in modulus of the material. The results indicate that although the strength of jute deteriorates by about 10% under asphalt overlaying condition, the overall tensile behavior of jute fabric–asphalt composite material is considerably superior to that of the pure jute fabric, even under biological and extended hygral loading conditions. © 2008 Wiley Periodicals, Inc. J Appl Polym Sci 2008     

欢喜岭重交通道路沥青SHRP性能研究

应用Superpave沥青胶结料试验动态剪切试验、压力老化试验和弯曲梁流变试验评定欢喜岭重交通道路沥青的抗永久变形、抗低温开裂和抗疲劳开裂性能，确定欢喜岭重交沥青最高和最低路面设计温度及PG等级，表明欢喜岭重交沥青满足我国广阔地域的使用要求。     

改性沥青在道路大修工程中的应用

通过在山西省府西街段SMA改性沥青试验段的施工情况,详细地阐述了沥青在道路大修工程中的应用,提出了改性沥青施工的质量控制措施,以提高沥青路面的温度稳定性及弹性恢复性能,以期实现道路的耐久性等目的。     

新型BB1防水剂的生产与应用

本文分析了普通混凝土渗漏原因及防水剂的作用.叙述了新型BB1防水剂的生产工艺配方及产品质量,介绍了施工操作程序和工程应用情况.     

粉煤灰少熟料水泥的研究

采用复合外加剂充分激发粉煤灰潜在活性，配制出早期强度较高的３２５＃少熟料水泥。本文介绍该水泥的配制原理与方法，分析了代替普通水泥配制建筑砂浆的可行性。     

添加煤沥青提高焦炭强度的研究

本文进行了煤和煤沥青共炭化试验,将煤沥青添加到20kg焦炉内进行炼焦试验。结果表明,煤沥青对武钢用煤有一定的改质作用,添加煤沥青可提高焦炭强度。     

大碎石柔性基层沥青性能分析

用沥青大碎石柔性基层对旧路面进行补强，可以有效地提高路面的使用性能，减少反射裂缝的产生，延长道路的使用寿命。对沥青大碎石柔性基层用加德士AH-70、SBS改性沥青和MAC改性沥青分别进行试验，通过试验结果和经济性能对比分析，找到适合此结构的最佳沥青。     

路用改性沥青的开发动向

介绍了橡胶改性沥青、树脂改性沥青、硫磺改性沥青、金属有机皂改性沥青、表面活性剂改性沥青等路用改性沥青的开发动向及应用。     

改性乳化沥青技术标准和检验方法

针对我国JTG F40-2004《公路沥青路面施工技术规范》和“美国不同地区微表处用改性乳化沥青技术标准”等，详细介绍了中外改性乳化沥青的技术标准。简要介绍了暂时未列入我国改性乳化沥青的几种检验方法，并对我国改性乳化沥青标准提出逐步列入粘韧性和韧性、60C动力粘度、弹性恢复等检验项目的建议。     

Preparation of β-cyclodextrin/SBS modified asphalts for the improvement of anti-aging,rheological property,and storage stability

Styrene-butadiene-styrene (SBS) modified asphalt (SMA) has been widely used in road engineering for decade. However, the phase separation of SMA was obvious during the transport and SBS degraded after aging. To resolve these problems, β-cyclodextrin (β-CD) was used to modify SMA in this work. Conventional properties, storage stability, the effect of short-term aging on the morphology, and rheological property for SMA and β-CD/SMA were investigated. The softening point of modified asphalt reached to the maximum of 66.7°C when 1 wt% β-CD was added to SMA, where the penetration had shown the minimum of 80.8 dmm. In addition, the ductility of β-CD/SMA increased to the maximum of 797 mm when the content of β-CD was increased to 5 wt%. Furthermore, incorporation of β-CD improved the storage stability of SMA. Importantly, the aggregation of SBS was observed in β-CD/SMA, but modifiers distributed uniformly after a short-term aging. The rutting resistance and antiaging performances of SMA were also improved by the addition of β-CD. Considering the comprehensive properties of modified asphalt, the optimum content of β-CD was found to be 2 wt%.