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Intelligent pavement condition survey:Overview of current researches and practices
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作者 Allen A.Zhang Jing Shang +15 位作者 Baoxian Li bing hui Hongren Gong Lin Li You Zhan Changfa Ai Haoran Niu Xu Chu Zilong Nie Zishuo Dong Anzheng He Hang Zhang Dingfeng Wang Yi Peng Yifan Wei huixuan Cheng 《Journal of Road Engineering》 2024年第3期257-281,共25页
Automated pavement condition survey is of critical importance to road network management.There are three primary tasks involved in pavement condition surveys,namely data collection,data processing and condition evalua... Automated pavement condition survey is of critical importance to road network management.There are three primary tasks involved in pavement condition surveys,namely data collection,data processing and condition evaluation.Artificial intelligence(AI)has achieved many breakthroughs in almost every aspect of modern technology over the past decade,and undoubtedly offers a more robust approach to automated pavement condition survey.This article aims to provide a comprehensive review on data collection systems,data processing algorithms and condition evaluation methods proposed between 2010 and 2023 for intelligent pavement condition survey.In particular,the data collection system includes AI-driven hardware devices and automated pavement data collection vehicles.The AI-driven hardware devices including right-of-way(ROW)cameras,ground penetrating radar(GPR)devices,light detection and ranging(LiDAR)devices,and advanced laser imaging systems,etc.These different hardware components can be selectively mounted on a vehicle to simultaneously collect multimedia information about the pavement.In addition,this article pays close attention to the application of artificial intelligence methods in detecting pavement distresses,measuring pavement roughness,identifying pavement rutting,analyzing skid resistance and evaluating structural strength of pavements.Based upon the analysis of a variety of the state-of-the-art artificial intelligence methodologies,remaining challenges and future needs with respect to intelligent pavement condition survey are discussed eventually. 展开更多
关键词 Pavement condition survey Pavement data collection Artificial intelligence Machine learning Deep learning Pavement condition evaluation
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1株鲤源致病性铜绿假单胞菌的分离鉴定及药敏试验
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作者 邹昊博 薛淑群 +5 位作者 吕晓楠 高聪婷 邴辉 古今朝 韩英 夏邦华 《中国畜牧兽医》 CAS CSCD 北大核心 2023年第11期4703-4713,共11页
【目的】分离鉴定导致鲤大量急性死亡的病原菌,确定其毒力基因和药物敏感性,为后续病鲤的临床治疗提供参考。【方法】从病鲤的内脏中分离培养病原菌,并对该菌株进行形态学观察、革兰染色、生理生化鉴定及16S rRNA分子鉴定;采用毒力基因... 【目的】分离鉴定导致鲤大量急性死亡的病原菌,确定其毒力基因和药物敏感性,为后续病鲤的临床治疗提供参考。【方法】从病鲤的内脏中分离培养病原菌,并对该菌株进行形态学观察、革兰染色、生理生化鉴定及16S rRNA分子鉴定;采用毒力基因检测、K-B药敏纸片法及人工回归感染试验分析该病原菌的药物敏感性和致病性。【结果】分离菌在LB固体培养基上呈现圆形或椭圆形菌落,镜检为短棒状的革兰阴性菌,具有一定的运动能力。生理生化试验结果显示,分离菌株在D-葡萄糖、明胶、脲酶、氧化酶、精氨酸、鸟氨酸、赖氨酸及柠檬酸试验中均呈阳性反应,其余指标皆呈阴性反应,符合铜绿假单胞菌的生理生化特征。16S rRNA基因序列系统进化树显示,分离菌与铜绿假单胞菌NR_114471.1呈现高度同源,相似性为99%。综合以上试验结果,将分离菌鉴定为铜绿假单胞菌,命名为HB2210。通过毒力基因检测发现,该菌株含有鞭毛蛋白结构基因fla基因、气溶素aer基因、细胞毒性肠毒素act基因、外膜蛋白ompA基因及热稳定性肠毒素ast基因等多种毒力基因。通过药敏试验发现,分离菌株对头孢他啶、头孢曲松、头孢哌酮、诺氟沙星、氧氟沙星、环丙沙星、多黏菌素B、左氧氟沙星及哌拉西林9种抗菌药敏感。通过人工回归感染试验发现,分离菌对鲤具有急性毒性,高浓度组死亡率高达85%。【结论】本试验从病鲤组织中分离的铜绿假单胞菌HB2210具有极强的致病性,药敏试验筛选出的头孢他啶、头孢曲松、头孢哌酮、诺氟沙星、氧氟沙星、环丙沙星、多黏菌素B、左氧氟沙星及哌拉西林9种抗菌药素可为鲤养殖企业精准用药提供理论基础。 展开更多
关键词 铜绿假单胞菌 药敏试验 毒力基因
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秸秆液化制备生物沥青工艺及性能研究 被引量:9
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作者 丁湛 岳向京 +2 位作者 张静 邴慧 栗培龙 《应用化工》 CAS CSCD 北大核心 2021年第7期1776-1779,共4页
在酚、醇和酚醇联用的不同液化体系下对稻草秸秆进行液化,将液化产物掺入基质沥青中,制备生物沥青。结果表明,在酚醇联用体系下且液化产物掺量为10%时,所制备的生物沥青性能最佳,其针入度、软化点、延度均符合要求,并一定程度上改善了... 在酚、醇和酚醇联用的不同液化体系下对稻草秸秆进行液化,将液化产物掺入基质沥青中,制备生物沥青。结果表明,在酚醇联用体系下且液化产物掺量为10%时,所制备的生物沥青性能最佳,其针入度、软化点、延度均符合要求,并一定程度上改善了基质沥青的低温性能。秸秆在酚醇联用(聚乙二醇400∶丙三醇∶苯酚=1∶1∶1)体系下进行液化的工艺条件为:90 min,140℃,固液比1∶4,固催比1∶0.1,压力1 MPa。 展开更多
关键词 秸秆 液化 生物沥青 正交实验
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激发剂对电石渣稳定土强度的影响研究 被引量:3
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作者 丁湛 邴慧 +2 位作者 查广平 栗培龙 柳玉 《安全与环境学报》 CAS CSCD 北大核心 2022年第2期972-980,共9页
为了研究激发剂对电石渣稳定土强度的影响及协同作用,通过不同龄期的电石渣稳定土无侧限抗压强度试验,以抗压强度为评价指标,分析了KOH、Na_(2)SO_(4)和Na_(2)SiO_(3)三种激发剂对电石渣及电石渣-粉煤灰稳定土强度的影响;针对3种激发剂... 为了研究激发剂对电石渣稳定土强度的影响及协同作用,通过不同龄期的电石渣稳定土无侧限抗压强度试验,以抗压强度为评价指标,分析了KOH、Na_(2)SO_(4)和Na_(2)SiO_(3)三种激发剂对电石渣及电石渣-粉煤灰稳定土强度的影响;针对3种激发剂及延迟成型时间设计了不同水平的响应面试验,分析了激发剂之间的协同作用;基于激发剂掺量优化试验结果,采用Design-Expert软件构建了激发剂种类和掺量的强度预估模型。结果表明:3种激发剂均可以有效提高电石渣稳定土强度;根据单因素分析,KOH合理掺量范围为0.6%~1.2%,Na_(2)SiO_(3)、Na_(2)SO_(4)合理掺量范围均为1%~1.5%;根据协同作用分析,给出了电石渣稳定土不同延迟成型时间的激发剂最佳掺量,其中延迟成型时间为16.41 h条件下,KOH、Na_(2)SO_(4)、Na_(2)SiO_(3)的最佳掺量分别为1.20%、1.72%、1.79%,延迟成型时间21.90 h条件下,相应的最佳掺量分别为1.20%、2.00%、1.85%。 展开更多
关键词 环境工程学 电石渣稳定土 抗压强度 激发剂 预估模型
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盐渍土与盐溶液冻结温度关系的试验研究 被引量:10
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作者 吴刚 邴慧 卜东升 《冰川冻土》 CSCD 北大核心 2019年第3期615-628,共14页
通过不同降温方式的冻结温度试验,明确了降温速率对土体冻结温度的影响,并采用快速降温方法,测定了不同含水率的三种天然氯(亚)盐渍土和黄土的冻结温度,以及不同浓度Na2SO4、 NaCl溶液和由溶液配制的黄土的过冷温度和冻结温度,分析了降... 通过不同降温方式的冻结温度试验,明确了降温速率对土体冻结温度的影响,并采用快速降温方法,测定了不同含水率的三种天然氯(亚)盐渍土和黄土的冻结温度,以及不同浓度Na2SO4、 NaCl溶液和由溶液配制的黄土的过冷温度和冻结温度,分析了降温速率、含水率、含盐量、盐类对土和溶液相变过程的影响。结果表明,快速降温得到的冻结温度值比缓慢降温得到的值偏低。当含水率低于盐渍土的塑限含水率时,水分是冻结温度的主要制约因素;当含水率大于土的塑限含水率时,天然盐渍土的含盐量对土的冻结温度起控制作用, Na2SO4含量控制含盐土的第一次相变, NaCl含量控制含盐土在低温下的第二次相变;低含盐量黄土含水率低于塑限含水率时,冻结温度随含水率增大而增大,但当含水率高于饱和含水率时,冻结温度随含水率变化不大。含Na2SO4的土和溶液的过冷温度变化规律与冻结温度变化规律类似,且其温度差值较小,通过Na2SO4溶液的冻结温度试验,可近似得到同浓度下含水率为16%只含Na2SO4黄土的冻结温度。 展开更多
关键词 盐渍土 硫酸钠溶液 二次相变 冻结温度 过冷温度
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Effect of freeze-thaw cycle on hydraulic conductivity of compacted clayey soil
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作者 GUO Lei YU Qi-hao +7 位作者 YIN Na ZHANG Dong-ming ZHANG Deng-ping REN Xiu-ling YOU Yan-hui ZHANG Zhen-yu bing hui CHEN Shi-jie 《Journal of Mountain Science》 SCIE CSCD 2022年第2期606-614,共9页
When filling embankment dams in cold regions,engineers must solve two freeze–thaw cycle(FTC)-induced soil problems.First,compacted soil constituting the dam is subjected to the FTC during dam construction.Second,loos... When filling embankment dams in cold regions,engineers must solve two freeze–thaw cycle(FTC)-induced soil problems.First,compacted soil constituting the dam is subjected to the FTC during dam construction.Second,loose soil material(LSM),which is subjected to the FTC,fills the dam.To investigate the effects of the aforementioned two problems on the hydraulic conductivity of compacted clayey soil,a series of permeation tests on clayey soil compacted before and after FTC were conducted in this study.The results showed that for the first problem,the hydraulic conductivity of compacted clayey soil subjected to one FTC significantly increases by two to three orders of magnitude because FTC-induced cracks can cause preferential flow in the permeation process.For the second problem,when the FTC number is less than a critical number,the FTC of the LSM may result in the development of united soil particles,thereby increasing the effective porosity ratio and hydraulic conductivity of the compacted soil.It was discovered that the hydraulic conductivity of compacted soil can increase by one to three times when the LSM is subjected to 10 FTCs.When the FTC number exceeds a critical number,the effective porosity ratio and hydraulic conductivity of the compacted soil may decrease with the FTC of the LSM.This should be investigated in future studies,and the results can be used to improve engineering management processes when filling embankment dams during winter in cold regions. 展开更多
关键词 PERMEABILITY Freeze-thaw cycles(FTCs) Effective porosity ratio Embankment dam Cold region
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Asphalt pavement water film thickness detection and prediction model:A review 被引量:1
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作者 Ke Xiao bing hui +3 位作者 Xin Qu Hainian Wang Aboelkasim Diab Min Cao 《Journal of Traffic and Transportation Engineering(English Edition)》 EI CSCD 2023年第3期349-367,共19页
Over the course of storm or rainfall event,water thickness builds up on road surface resulting in a loss of contact between vehicle tires and road surface and puts drivers into immediate danger especially at high spee... Over the course of storm or rainfall event,water thickness builds up on road surface resulting in a loss of contact between vehicle tires and road surface and puts drivers into immediate danger especially at high speeds.Therefore this is a considerably dangerous condition of the road and the realistic measurements and prediction model of water film thickness(WFT)on pavement surface is crucial for determining the road friction coefficient and evaluating the impact of rainfall on traffic safety.A review of the principle as well as critical evaluation of current detection methods of pavement WFT were compared for consistency and accuracy in this paper.The method selection guidelines are given for different road surface water film thickness detection requirements.This paper also introduces the latest development of WFT detection and prediction models for asphalt pavement,and gives the calculation elements and conditions of different WFT prediction models from different modeling ideas,which provides a basis for the selection and optimization of WFT models for future researchers.This article also suggests a few insights as further research directions on this topic.(1)The research can consider the influencing factors of WFT to conduct research on the delineation standard of pavement WFT.(2)In order to meet the future traffic safety dynamic early warning needs,road factors of different material types,disease conditions and linear conditions should be studied,as well as a comprehensive and accurate real-time water film thickness detection and evaluation method considering meteorological factors of rainfall timing,scale and intensity.(3)The prediction model of WFT should be further studied by the analytical method to clarify the influence of the pavement WFT on the driving safety. 展开更多
关键词 Asphalt pavement Water film thickness Detection method Prediction model
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基因组关联分析地衣芽孢杆菌LCDD6对核桃苗的促生作用 被引量:3
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作者 邴辉 王仲康 +5 位作者 杜秉海 马海林 汪城墙 陈安镜 刘方春 丁延芹 《应用与环境生物学报》 CAS CSCD 北大核心 2022年第3期588-595,共8页
为挖掘地衣芽孢杆菌LCDD6的应用价值,将LCDD6基因组测序并进行初步分析;通过鉴定培养基检测菌株的促生功能;将LCDD6发酵液灌根处理核桃苗,60 d后测定核桃苗长势、核桃叶片的光合作用和植株系统抗性;利用Illumina Miseq高通量测序分析根... 为挖掘地衣芽孢杆菌LCDD6的应用价值,将LCDD6基因组测序并进行初步分析;通过鉴定培养基检测菌株的促生功能;将LCDD6发酵液灌根处理核桃苗,60 d后测定核桃苗长势、核桃叶片的光合作用和植株系统抗性;利用Illumina Miseq高通量测序分析根际土壤的微生物菌群结构.预测到与促生、生防相关的功能基因/基因簇10个;LCDD6具有产吲哚乙酸(IAA)、铁载体、降解蛋白和解磷的能力;与LB对照组相比,处理组核桃苗株高、茎粗、分枝数分别增加了24.68%、7.03%和28.35%,植株鲜重和干重分别提高了12.96%和21.55%;叶片叶绿素含量提高了47.50%,达到极显著性差异(P<0.01),在暗适应下光系统Ⅱ的最大光化学效率提高了9.43%,达到显著性差异(P<0.05);叶片SOD、POD和CAT酶活分别增强了20.58%、26.10%和16.67%;根际土壤微生物菌群的丰富度提高,有益菌的相对含量增加.本研究表明LCDD6对核桃幼苗具有稳定的促生生防作用和丰富的基因资源,在绿色农业发展中具有重要的研究和应用价值.(图7表4参43) 展开更多
关键词 地衣芽孢杆菌LCDD6 基因组 核桃苗 促生 生防
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