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溶洞路基稳定性直接影响到运营安全,需要进行路基稳定性计算分析研究.提出了溶洞路基稳定性计算模型,结合工程实例,分析了某公路溶洞路基稳定性,论证了加固方案的合理性. 相似文献
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Based on simulated annealing (SA), automatically finding the number of clusters (AFNC) is proposed in this paper to determine the number of clusters and their initial centers. It is a simple and automatic method that combines local search with two widely-accepted global analysis techniques, namely careful-seeding (CS) and distance-histogram (DH). The procedure for finding a cluster is formulated as mountain-climbing, and the mountain is defined as the convergent domain of SA.When arriving at the peak of one mountain, AFNC has found one of the clusters in the dataset, and its initial center is the peak. Then, AFNC continues to climb up another mountain from a new starting point found by CS till the termination condition is satisfied. In the procedure of climbing-up mountain, the local dense region for searching the next state of SA is found by analyzing the distance histogram. Experimental results show that AFNC can achieve consistent performance for a wide range of datasets. 相似文献
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汽车空调是一个封闭的压力系统,由压缩机、冷凝器、储液干燥器、蒸发器、膨胀阀或节流管等组成(见图1)。空调系统的防护措施如下: 相似文献
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15 m级的大直径公路盾构隧道与10 m级超深覆土高内水压作用下的排水调蓄盾构隧洞对接头有高承载力的要求,为此开发新型环向快速连接件。该连接件具有拼装时间短、无需人工拧紧、拼装完成后的隧道真圆度高、管片错台与张开量小、防水性能高的优点。为研究连接件的结构形式、材料性能、连接件与锚筋之间的连接、连接件与混凝土管片之间力的传递,以650 mm厚的管片为原型,开展接头抗拉物理试验,并采用数值模拟的方法实现试验值与计算值的对比分析。主要结论如下: 1)本次试验所采用的铸铁连接件屈服承载能力为512 kN,满足试验指标要求。弹性阶段的承载力为400 kN,极限承载力为645 kN,可以应用于指导盾构隧道的设计。2)试验破坏发生在连接件本体部位,锚筋与连接件之间的连接设计合理可靠。试验终止时,4根锚筋的最大应力值为348 MPa,达到HRB400锚筋抗拉屈服强度的87%,接近其抗拉强度设计值360 MPa。3)连接件在轴心拉力作用下,其本体与锚筋的受力是不均匀的,在连接件设计中应考虑这种不均匀性,进行合理的优化设计。 相似文献
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Introduction As a supervised learning algorithm,linear dis-criminant analysis(LDA)is widely used in manyfields,such as face recognition,numerical recogni-tion and information retrieval.The objective ofLDA is to find a project matrix A that maximizesthe ratio of between-class scatter Sbagainst within-class scatter Sw[1].In contrast,an algorithm forunsupervised linear discriminant analysis(ULDA)is presented in this paper.The project matrix A isobtained through maximizing covariance of all … 相似文献
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