从高波速比试论云南丽江7级地震的孕震模式

利用震中周围多台地震波资料计算平均波速比, 并对计算误差作了统计和分析, 提出了在介质存在横向不均匀的情况下数据处理方法。在资料有相当可信度的基础上, 动态追踪了１９９６ 年２ 月３ 日云南丽江７ 级地震前滇西北地区波速比的十余年时空演化图象。显示出： 丽江地震孕震区的高波速比异常图象经历了由小到大、由大到小并再次扩大的过程;而低波速比的异常图象则由大到小、由小到大并再次缩小的过程; 地震发生在低波速比异常区包围的高波速比异常区的交汇部位。其时间进程的演化显示丽江地震的孕震区在１９８８年耿马—澜沧７６ 、７２ 级地震后进入非线性阶段, １９９５ 年孟连西中缅边境７３ 级地震前进入失稳阶段。结合滇西北地区地震垂直分布图象和对照含硬包体试样在破裂孕育过程中波速场的演化图象, 表明丽江地震的孕震区具备了坚固体孕震模式的高波速特征     

Experimental studies on the evolution process of microcrack patterns in concrete samples con-taining hard inclusions

ＥｘｐｅｒｉｍｅｎｔａｌｓｔｕｄｉｅｓｏｎｔｈｅｅｖｏｌｕｔｉｏｎｐｒｏｃｅｓｏｆｍｉｃｒｏｃｒａｃｋｐａｔｅｒｎｓｉｎｃｏｎｃｒｅｔｅｓａｍｐｌｅｓｃｏｎｔａｉｎｉｎｇｈａｒｄｉｎｃｌｕｓｉｏｎｓＺＨＡＯＹＯＮＧＸＵ１）（许昭永）ＢＩＮＷＡＮ...     

An experimental study on fractural features of concrete samples containing hard inclusion

ＡｎｅｘｐｅｒｉｍｅｎｔａｌｓｔｕｄｙｏｎｆｒａｃｔｕｒａｌｆｅａｔｕｒｅｓｏｆｃｏｎｃｒｅｔｅｓａｍｐｌｅｓｃｏｎｔａｉｎｉｎｇｈａｒｄｉｎｃｌｕｓｉｏｎＺＨＡＯＹＯＮＧＸＵ（许昭永）１）ＢＩＮＷＡＮＧ（王彬）１）ＪＩＮＭＩＮＧＺＨＡＯ（赵晋...     

含硬包体试样破裂孕育过程中应变场的变化特征

在含硬包体的混凝土试样，双轴加压的破裂孕育过程中，观测自由面的应变场，随着应力增加，高应变区逐步形成，应变梯度增大，主破裂前，有的高应变区应变量与应变梯度均减小，有的则增加，主破裂发生应变及其梯度相对都较低的一个高应变梯度区，应变场区内不同测点，其应变随应力及时间的变化而形态不同，临皮裂前，距破裂带和包体近的测点应图像复杂，有的反向加速增大，有的同向加速增大，有的显著减小；而远处测点，变化迟缓且不     

三轴应力下花岗岩声发射P波Q值的变化

50×50×100mm3盈江花岗岩样品在σ3=30MPa、σ2=60MPa时增加σ1直至破裂,用波传播和谱振幅比法测定破裂孕育过程中σ3方向和σ2方向声发射P波Q值。结果表明:1.在σ1<0.07σ1P(最大破裂压强)时,σ3、σ2方向都保持高值,在0.2σ1P≤σ1≤0.551P期间,两个方向的Q值呈现出比较平稳的状态,其平均值Q3大约10至20,σ2方向Q2大约20至30。在σ1>0.55σ1P后,σ3方向Q3值起伏增长较大,而σ2方向Q2值仅在σ1>0.7σ1P后,才起伏增长,幅度不如σ3方向大。2.随压力的增加,在σ3、σ2两方向,低频成分明显加大。3.当σ1>0.951P后,出现一种记录畸变现象,对同一源点声发射,从沿同一方向两道记录上看出,早到波形振幅小,而晚到波形其振幅反而大     

Comparative research and its significance of deformation measurements by technologies of laser real-time holographic interferometry and radar differential interferometry

The principles and applications of laser real-time holographic interferometry （LRTHI） and radar differential interferometry （RDI） technologies are described in this paper, respectively. By using LRTHI, we can observe the deformation of samples under pressure in the lab and study the anomaly characteristics relating to different strain fields in different fracture-developing areas; while by using RDI, we can observe the landform and surface deformation. The results of deformation observed before and after the Ms=7.9 Mani earthquake （Tibet） and Ms=6.2 Shangyi-Zhangbei earthquake in China are obtained. It is pointed out that LRTHI and RDi are similar, which study the characteristics of anomalous deformation field by fringe variations for both of them. Therefore, the observation of deformation field in the seismogenic process, especially in the period impending an earthquake by RDI, and the comparative study in the lab by LRTHI are of great significance.     

A new method of testing pile using dynamic P-S-curve made by amplitude of wave train

Introduction To the impact pattern, the dynamic test with high strain is generally grouped into two kinds.One is stricken by hammer and another is by rocket. The former is widely used and the latter isused widely abroad and seldom used at home. To the analyzing method, it is also divided into twokinds. One is the method of wave equation and another is the method of experimental formula.The methods of Smith, Case and Capwap and other improved methods belong to the former, andthe methods …     

Experimental research on critical point hy- pothesis

Introduction Earthquake is a kind of severe natural disaster. In order to predict earthquake effectively, thegeoscientists at home and abroad have carried out a great deal of studies on seismicity. For exam-ple,Willis, (1924) and Tocher (1959) made some early investigations on seismicity before largeearthquake. Chinese geoscientists performed even more studies in this field (CHEN, et al, 1981;HUANG, FENG, 1981; LIU, 1982; LU, 1985; LU, et al, 2001; MA, et al, 1982; MEI, 1960; …     

态矢量方法的实验研究

在地震等灾变的发生之前，会出现一定的前兆现象。中通过实验方法对这些前兆现象之一的态矢量的异常变化进行了研究。实验使用声发射技术(Acoustic Emission)，对三轴应力条件下岩石试件内部微裂纹的产生和扩展进行了记录。实验结果表明在岩石试件最终破坏之前，表征态矢量的相关参量都发生了异常明显的变化，这表明态矢量的异常变化可以被用作为岩石等脆性材料灾变的前兆，使用态矢量方法可以对脆性材料的破坏乃至地震作出预测。     

曲靖电厂冷却塔桩位下浅层基岩内洞穴的震波勘探研究

以曲靖电厂冷却塔为例,叙述桩位下浅层基岩内的洞穴勘探方法.采用高频地震勘探仪系统,或在桩底原位激发、接受震波,或几个桩底联测,互为激发、接受震波,或将两者合并进行.通过对震波的震相、周期和振幅等特征的分析确定桩位下浅层基岩内是否存在洞穴.震波周期大,反射波到时早,则在浅层基岩内存在洞穴;而周期小,且无反射波者,在浅层基岩内没有洞穴.