Anti-slide piles are one of the most important reinforcement structures against landslides,and evalu-ating the working conditions is of great significance for landslide mitigation.The widely adopted analytical methods...Anti-slide piles are one of the most important reinforcement structures against landslides,and evalu-ating the working conditions is of great significance for landslide mitigation.The widely adopted analytical methods of pile internal forces include cantilever beam method and elastic foundation beam method.However,due to many assumptions involved in calculation,the analytical models cannot be fully applicable to complex site situations,e.g.landslides with multi-sliding surfaces and pile-soil interface separation as discussed herein.In view of this,the combination of distributed fiber optic sensing(DFOS)and strain-internal force conversion methods was proposed to evaluate the working conditions of an anti-sliding pile in a typical retrogressive landslide in the Three Gorges reservoir area,China.Brillouin optical time domain reflectometry(BOTDR)was utilized to monitor the strain distri-bution along the pile.Next,by analyzing the relative deformation between the pile and its adjacent inclinometer,the pile-soil interface separation was profiled.Finally,the internal forces of the anti-slide pile were derived based on the strain-internal force conversion method.According to the ratio of calculated internal forces to the design values,the working conditions of the anti-slide pile could be evaluated.The results demonstrated that the proposed method could reveal the deformation pattern of the anti-slide pile system,and can quantitatively evaluate its working conditions.展开更多
A group tracking algorithm for split maneuvering based on complex domain topological descriptions is proposed for the tracking of members in a maneuvering group. According to the split characteristics of a group targe...A group tracking algorithm for split maneuvering based on complex domain topological descriptions is proposed for the tracking of members in a maneuvering group. According to the split characteristics of a group target, split models of group targets are established based on a sliding window feedback mechanism to determine the occurrence and classification of split maneuvering, which makes the tracked objects focus by group members effectively. The track of an outlier single target is reconstructed by the sequential least square method. At the same time, the relationship between the group members is expressed by the complex domain topological description method, which solves the problem of point-track association between the members. The Singer method is then used to update the tracks. Compared with classical multi-target tracking algorithms based on Multiple Hypothesis Tracking （MHT） and the Different Structure Joint Probabilistic Data Association （DS-JPDA） algorithm, the proposed algorithm has better tracking accuracy and stability, is robust against environmental clutter and has stable time-consumption under both classical radar conditions and partly resolvable conditions.展开更多
从江苏省数字地震台网中选取16个宽频带台站的记录资料(震中距范围约为280～380km),利用滑动窗互相关叠加技术提取出sPn震相,并通过sPn与Pn的到时差准确地测定出2012年7月20日江苏高邮、宝应交界M4.9地震的震源深度为9.4km,总的误差小于...从江苏省数字地震台网中选取16个宽频带台站的记录资料(震中距范围约为280～380km),利用滑动窗互相关叠加技术提取出sPn震相,并通过sPn与Pn的到时差准确地测定出2012年7月20日江苏高邮、宝应交界M4.9地震的震源深度为9.4km,总的误差小于1.2km。为了验证计算结果,采用与震相走时无关的时域矩张量反演方法(Time-Domain Moment Tensor Inverse),通过反演不同震源深度(5～25km)模型下的矩张量解来进行逆向佐证。结果显示:在震源深度为9、10km时,反演结果的相关系数达到最大,分别约为0.93、0.92,表明9～10km是此次地震的最佳震源深度范围。另外,利用波形互相关的双差定位法得到的震源深度为10.2km,两者相差仅为0.8km。展开更多
基金The authors gratefully acknowledge the financial support pro-vided by the Young Scientists Fund of the National Natural Science Foundation of China(Grant No.41907232)the National Science Fund for Distinguished Young Scholars of China(Grant No.42225702)the State Key Program of National Natural Science Foundation of China(Grant No.41230636).
文摘Anti-slide piles are one of the most important reinforcement structures against landslides,and evalu-ating the working conditions is of great significance for landslide mitigation.The widely adopted analytical methods of pile internal forces include cantilever beam method and elastic foundation beam method.However,due to many assumptions involved in calculation,the analytical models cannot be fully applicable to complex site situations,e.g.landslides with multi-sliding surfaces and pile-soil interface separation as discussed herein.In view of this,the combination of distributed fiber optic sensing(DFOS)and strain-internal force conversion methods was proposed to evaluate the working conditions of an anti-sliding pile in a typical retrogressive landslide in the Three Gorges reservoir area,China.Brillouin optical time domain reflectometry(BOTDR)was utilized to monitor the strain distri-bution along the pile.Next,by analyzing the relative deformation between the pile and its adjacent inclinometer,the pile-soil interface separation was profiled.Finally,the internal forces of the anti-slide pile were derived based on the strain-internal force conversion method.According to the ratio of calculated internal forces to the design values,the working conditions of the anti-slide pile could be evaluated.The results demonstrated that the proposed method could reveal the deformation pattern of the anti-slide pile system,and can quantitatively evaluate its working conditions.
基金co-supported by the National Natural Science Foundation of China(Nos.61471383,61531020,61471379 and 61102166)
文摘A group tracking algorithm for split maneuvering based on complex domain topological descriptions is proposed for the tracking of members in a maneuvering group. According to the split characteristics of a group target, split models of group targets are established based on a sliding window feedback mechanism to determine the occurrence and classification of split maneuvering, which makes the tracked objects focus by group members effectively. The track of an outlier single target is reconstructed by the sequential least square method. At the same time, the relationship between the group members is expressed by the complex domain topological description method, which solves the problem of point-track association between the members. The Singer method is then used to update the tracks. Compared with classical multi-target tracking algorithms based on Multiple Hypothesis Tracking （MHT） and the Different Structure Joint Probabilistic Data Association （DS-JPDA） algorithm, the proposed algorithm has better tracking accuracy and stability, is robust against environmental clutter and has stable time-consumption under both classical radar conditions and partly resolvable conditions.
文摘从江苏省数字地震台网中选取16个宽频带台站的记录资料(震中距范围约为280～380km),利用滑动窗互相关叠加技术提取出sPn震相,并通过sPn与Pn的到时差准确地测定出2012年7月20日江苏高邮、宝应交界M4.9地震的震源深度为9.4km,总的误差小于1.2km。为了验证计算结果,采用与震相走时无关的时域矩张量反演方法(Time-Domain Moment Tensor Inverse),通过反演不同震源深度(5～25km)模型下的矩张量解来进行逆向佐证。结果显示:在震源深度为9、10km时,反演结果的相关系数达到最大,分别约为0.93、0.92,表明9～10km是此次地震的最佳震源深度范围。另外,利用波形互相关的双差定位法得到的震源深度为10.2km,两者相差仅为0.8km。
