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Landslide susceptibility prediction using slope unit-based machine learning models considering the heterogeneity of conditioning factors 被引量:6
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作者 Zhilu Chang Filippo Catani +4 位作者 Faming Huang Gengzhe Liu Sansar Raj Meena Jinsong Huang Chuangbing Zhou 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2023年第5期1127-1143,共17页
To perform landslide susceptibility prediction(LSP),it is important to select appropriate mapping unit and landslide-related conditioning factors.The efficient and automatic multi-scale segmentation(MSS)method propose... To perform landslide susceptibility prediction(LSP),it is important to select appropriate mapping unit and landslide-related conditioning factors.The efficient and automatic multi-scale segmentation(MSS)method proposed by the authors promotes the application of slope units.However,LSP modeling based on these slope units has not been performed.Moreover,the heterogeneity of conditioning factors in slope units is neglected,leading to incomplete input variables of LSP modeling.In this study,the slope units extracted by the MSS method are used to construct LSP modeling,and the heterogeneity of conditioning factors is represented by the internal variations of conditioning factors within slope unit using the descriptive statistics features of mean,standard deviation and range.Thus,slope units-based machine learning models considering internal variations of conditioning factors(variant slope-machine learning)are proposed.The Chongyi County is selected as the case study and is divided into 53,055 slope units.Fifteen original slope unit-based conditioning factors are expanded to 38 slope unit-based conditioning factors through considering their internal variations.Random forest(RF)and multi-layer perceptron(MLP)machine learning models are used to construct variant Slope-RF and Slope-MLP models.Meanwhile,the Slope-RF and Slope-MLP models without considering the internal variations of conditioning factors,and conventional grid units-based machine learning(Grid-RF and MLP)models are built for comparisons through the LSP performance assessments.Results show that the variant Slopemachine learning models have higher LSP performances than Slope-machine learning models;LSP results of variant Slope-machine learning models have stronger directivity and practical application than Grid-machine learning models.It is concluded that slope units extracted by MSS method can be appropriate for LSP modeling,and the heterogeneity of conditioning factors within slope units can more comprehensively reflect the relationships between conditioning factors and landslides.The research results have important reference significance for land use and landslide prevention. 展开更多
关键词 Landslide susceptibility prediction(LSP) Slope unit Multi-scale segmentation method(mss) Heterogeneity of conditioning factors Machine learning models
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PC连续箱梁悬臂段空间效应的影响参数研究 被引量:2
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作者 江克斌 郭永涛 +1 位作者 赵启林 周旺进 《公路交通科技》 CAS CSCD 北大核心 2008年第1期64-68,共5页
为了分析采用移动模架法进行逐段现浇的PC(Prestressed Concrete)连续箱梁悬臂端底板出现纵向裂缝的原因,结合工程实例,采用有限元方法建立了3种不同计算模型进行比较,确立了一种高效而又精确的有限元计算模型,并通过对箱梁悬臂段空间... 为了分析采用移动模架法进行逐段现浇的PC(Prestressed Concrete)连续箱梁悬臂端底板出现纵向裂缝的原因,结合工程实例,采用有限元方法建立了3种不同计算模型进行比较,确立了一种高效而又精确的有限元计算模型,并通过对箱梁悬臂段空间效应及相关影响参数的研究,分析了底板纵向裂缝的形成原因。研究表明:端部预应力纵向分量和门形吊架支反力是导致悬臂端底板横向拉应力过大而出现纵向裂缝的主要因素。简单地采用增加底板宽度、厚度等措施并不能有效降低悬臂端底板横向拉应力,必须从结构、力学及材料3个方面采取综合的裂缝防治措施。 展开更多
关键词 桥梁工程 PC连续箱梁 ANSYS 纵向裂缝 移动模架法 空间效应 影响参数
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移动模架制梁技术在我国桥梁施工中的应用历程 被引量:26
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作者 刘宏刚 侯嵩 《高速铁路技术》 2013年第6期50-56,共7页
我国移动模架制梁技术经历了从国外引进到自主研制的发展历程。国内企业最早于20世纪80年代在建造伊拉克摩苏尔4号桥时从瑞士引进了2套由德国PZ公司设计的移动模架,并于1990年将其改造后用于厦门高集海峡大桥,开启了移动模架在国内的应... 我国移动模架制梁技术经历了从国外引进到自主研制的发展历程。国内企业最早于20世纪80年代在建造伊拉克摩苏尔4号桥时从瑞士引进了2套由德国PZ公司设计的移动模架,并于1990年将其改造后用于厦门高集海峡大桥,开启了移动模架在国内的应用历程。文章分析了我国移动模架制梁技术发展过程中的2个不同阶段,归纳了移动模架应用和发展初期的主要工程案例;介绍了移动模架技术在我国高速铁路桥梁建设中发挥的重要作用、专利技术及文献的研究趋势、发展机遇等;针对一些文献中容易将移动模架法和移动支架法相互混淆的情况,阐明了2种工法在技术原理上的重要区别:前者属原位现浇技术,后者属预制架设技术,结合两者在高速铁路桥梁中的应用情况,对其技术特点和各自优势进行了比较,可为相关技术推广研究提供一定的参考。 展开更多
关键词 移动模架 桥梁 施工技术 移动模架法 移动支架法
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Molten Salt Synthesis of (K_(0.47)Na_(0.47)Li_(0.06))NbO_3 Lead-Free Piezoelectric Ceramics
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作者 李建华 孙清池 马卫兵 《Transactions of Tianjin University》 EI CAS 2010年第2期152-155,共4页
(K0.47Na0.47Li0.06)NbO3 (KNLN) lead-free ceramics were prepared by molten salt synthesis (MSS) method using k2CO3-Na2CO3 eutectic mixtures as the flux. The microstructure and piezoelectric properties when sintered at ... (K0.47Na0.47Li0.06)NbO3 (KNLN) lead-free ceramics were prepared by molten salt synthesis (MSS) method using k2CO3-Na2CO3 eutectic mixtures as the flux. The microstructure and piezoelectric properties when sintered at 980-1 030 ℃ were investigated. The calcined powders were examined by X-ray diffraction. The microstructure of the calcined powders and sintered bodies was observed using a scanning electron microscope (SEM).The piezoelectric constant d33 was measured using a quasi-static piezoelectric d33 meter. The planar coupling coefficient Kp was calculated by resonance-antiresonance method. The experimental data for each sample's performance indicators were the average values of 8 specimens. The relative densities of sintered specimens are above 97%, and the dielectric loss is below 0.03. It was found that (K0.47Na0.47Li0.06)NbO3 prepared by MSS is compact and lead-free. The piezoelectric constant d33 is 216 pC·N-1 and the planar electromechanical coupling factor Kp is 0.352. 展开更多
关键词 microstructure PIEZOELECTRICITY X-ray diffraction (XRD) mss method
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