为了研究冲击地压发生前岩体处于加载或保载阶段,有突出倾向的岩体处于保载蠕变状态的问题,对花岗岩试件以每30 k N为梯度进行单轴不同时间保载实验,保载时间分别为1、3、5、10和15 min,并结合声发射进行实验研究。研究结果表明:(1)不...为了研究冲击地压发生前岩体处于加载或保载阶段,有突出倾向的岩体处于保载蠕变状态的问题,对花岗岩试件以每30 k N为梯度进行单轴不同时间保载实验,保载时间分别为1、3、5、10和15 min,并结合声发射进行实验研究。研究结果表明:(1)不同的保载时间对试件的强度及声发射参数有很大区别。与单轴直接加载相比,保载15 min的试件强度降低了43%;与单轴直接加载试件破坏点相比,保载15 min试件破坏时声发射撞击率提高了47%,保载15 min试件破坏时能量累积提高了53%;(2)不同保载时间,每提高相同加载梯度,保载时间越长试件的声发射撞击率越高;(3)花岗岩试件在实验过程中,保载时试件损坏或保载后刚加载试件便损坏的现象,说明保载阶段对试件的破坏有很大影响;(4)花岗岩在单轴保载压缩条件下,每个阶段产生的声发射具有不同的特征。因此,可以用花岗岩保载实验来研究岩石的微观损伤破坏,也可预测现场工程岩体的宏观断裂过程。展开更多
This paper presents the probability distribution of the slamming pressure from an experimental study of regular wave slamming on an elastically supported horizontal deck. The time series of the slamming pressure durin...This paper presents the probability distribution of the slamming pressure from an experimental study of regular wave slamming on an elastically supported horizontal deck. The time series of the slamming pressure during the wave impact were first obtained through statistical analyses on experimental data. The exceeding probability distribution of the maximum slamming pressure peak and distribution parameters were analyzed, and the results show that the exceeding probability distribution of the maximum slamming pressure peak accords with the three-parameter Weibull distribution. Furthermore, the range and relationships of the distribution parameters were studied. The sum of the location parameter D and the scale parameter L was approximately equal to 1.0, and the exceeding probability was more than 36.79% when the random peak was equal to the sample average during the wave impact. The variation of the distribution parameters and slamming pressure under different model conditions were comprehensively presented, and the parameter values of the Weibull distribution of wave-slamming pressure peaks were different due to different test models. The parameter values were found to decrease due to the increased stiffness of the elastic support. The damage criterion of the structure model caused by the wave impact was initially discussed, and the structure model was destroyed when the average slamming time was greater than a certain value during the duration of the wave impact. The conclusions of the experimental study were then described.展开更多
基金support from the National Natural Science Foundation of China (Nos. 51579103 and 51709118)the China Postdoctoral Science Foundation (No. 2017M612669)+2 种基金the Fundamental Research Funds for the Central Universities (No. 2017BQ089)the Key Scientific Research Projects in Henan Province (No. 18B570005)the Open Research Foundation of Key Laboratory of the Pearl River Estuarine Dynamics and Associated Process Regulation, Ministry of Water Resources ([2017]KJ01)
文摘This paper presents the probability distribution of the slamming pressure from an experimental study of regular wave slamming on an elastically supported horizontal deck. The time series of the slamming pressure during the wave impact were first obtained through statistical analyses on experimental data. The exceeding probability distribution of the maximum slamming pressure peak and distribution parameters were analyzed, and the results show that the exceeding probability distribution of the maximum slamming pressure peak accords with the three-parameter Weibull distribution. Furthermore, the range and relationships of the distribution parameters were studied. The sum of the location parameter D and the scale parameter L was approximately equal to 1.0, and the exceeding probability was more than 36.79% when the random peak was equal to the sample average during the wave impact. The variation of the distribution parameters and slamming pressure under different model conditions were comprehensively presented, and the parameter values of the Weibull distribution of wave-slamming pressure peaks were different due to different test models. The parameter values were found to decrease due to the increased stiffness of the elastic support. The damage criterion of the structure model caused by the wave impact was initially discussed, and the structure model was destroyed when the average slamming time was greater than a certain value during the duration of the wave impact. The conclusions of the experimental study were then described.
