Big Data Predictive Modelling for Infrastructure Asset Management

来源 :2017年世界交通运输大会 | 被引量 : 0次 | 上传用户:cxz2004
下载到本地 , 更方便阅读
声明 : 本文档内容版权归属内容提供方 , 如果您对本文有版权争议 , 可与客服联系进行内容授权或下架
论文部分内容阅读
  In the last few years predictive analytics has become a mainstream topic.Companies and organizations of every size and in every industry are looking at the big data they have collected and maintained to see if they can use it to make predictions that will help them be more effective,more customer-centric and more profitable.In infrastructure asset management,predictive modelling refers to the activity that patterns and predicts the deterioration of infrastructure asset condition with accumulating use,based on comprehensive evaluation of the structural and functional characteristics of the asset in service.Being able to predict the condition of the asset is the most essential activity to the operation and maintenance management of infrastructure at both the network and the project levels and these models play a crucial role in several aspects of the infrastructure asset management,including financial planning and budgeting.However,performance modelling is the most technologically difficult portion of infrastructure asset management due to the uncertainties of the asset behaviour under a number of influencing factors including their designs and constructions,their operating environment and other factors.This paper introduces the pioneer predictive modelling work we have carried out for our clients with their big infrastructure asset management data and advanced analytics approaches and demonstrates how these approaches and predictive models help them make better investment decisions in managing their infrastructure assets.
其他文献
为了分析聚合物中长支链物质对聚合物改性沥青低温柔性的影响,选择三种含不同长支链的聚合物POE、HPT 及苯乙烯-丁二烯-苯乙烯嵌段共聚物(SBS)对沥青进行改性。通过低温弯曲梁流变仪试验(BBR)试验测定沥青的低温指标,基于广义Maxwell 模型建立劲度模量主曲线,通过红外光谱分析不同聚合物与沥青的相互作用,以原子力显微镜试验分析其对沥青的微观形貌的影响。
通过分析设计图中牵引索切线的位置关系,调整P 锚的位置来确保转体有富余的角度。通过大地坐标系定位方法,准确定位牵引索的位置。通过场外统一制作预埋件的方式,确保了牵引索预埋的精度,保证了力偶平衡。
通过对蓄能道路技术的综述及对比分析,结合对北京市道路交通量大、路面荷载强度大的特点,认为北京应重点发展压电式蓄能道路技术。通过对北京市道路压电能资源潜力和道路用能供能情况的估算分析,进一步论证了北京市重点发展压电式蓄能技术的可行性,并提出技术发展建议。
水性环氧沥青材料是一种新型热固性防水粘结层材料,可以用于桥面铺装防水粘结层。本文对比了潜伏型固化剂(固化剂A、B、C)种类、含量对水性环氧沥青蒸发残留物软化点、高温流淌性、附着力拉拔强度、储存稳定性等方面的影响,结果表明:固化剂含量的增加可以提高水性环氧沥青的软化点,高温流淌性,降低储存稳定性。固化剂C 为最佳固化剂,在水性环氧/固化剂C=4∶1 时,制备的水性环氧沥青的储存性可达10d,力学性能
Semi-flexible mixture is a composite paving material combining both the advantages of asphalt and cement concrete materials.It consists of matrix asphalt structure and cement mortar.Due to the differe
为了充分发挥沥青路面回收材料的循环利用价值,研究中将路面铣刨料中筛分的细料应用于应力吸收层当中,并将反应型橡胶沥青与厂拌热再生技术相结合,设计并制备了橡胶沥青再生应力吸收层材料。
在黄土地区,许多滑坡带黄土都含有钙质结核,研究其大变形下的工程特性很有必要.环剪试验可以研究大剪切位移下土体的残余强度和抗剪强度变化规律.本文通过固结排水环剪试验,研究在不同法向应力和不同钙质结核含量下含钙质结核黄土的力学特性,得出以下结论:1.在低法向应力下,不同结核含量的黄土均会发生应变软化现象,且随结核含量增大,应变软化现象越明显,通过土颗粒的微观变化和固结状态解释了发生此现象的原因;2.结
Presented in this paper is numerical study based on analytical mechanics and microanalysis to understand the mechanical properties and fracture mechanism of cold mix epoxy resin(CMER)thin layer on roa
旅游公路服务设施是旅游公路重要组成部分,它是旅游公路服务品质的直接体现,是推动沿线产业发展关键的要素。本文结合我国现行的公路相关标准,通过对旅游公路服务设施的布局、类型、选址和方案设计等方面的研究与实践,探索旅游公路服务设施的规划设计方法。
A new protocol to Plugging micro-fracture by using high temperature emulsified bitumen(HTEB)was investigated in this paper.The sizes of HTEB was fit for the sizes of micro-fracture,which approved by S