岩石水压致裂和诱发地震的实验研究

用7种岩石各制备了几类不同预裂纹的系列试件，并在不同围压下进行水压致裂强度实验。结合典型的水库诱发地震的实际资料和现今构造应力场的实验结果，以及应用岩石强度理论和岩石断裂力学的一些原理、方法，进行岩石孔隙水压诱发地震的探讨。初步结果为：(1)若岩体内构造应力很小，一定大小的孔隙水压力σp，可直接使岩体内的薄弱面致裂并发生小地震。(2)若构造应力较大，存在两类诱发地震的可能：①对岩体浅部一些走向与构造应力的主压应力σ1方向相近的薄弱面，σp可促使其发生张性破裂并诱发小地震。②当构造应力接近于断裂的抗剪强度时，因σp，降低了断裂面上的正应力σn，使原处于稳定状态的断裂失稳，发生滑移破裂并诱发出地震。σp导致断裂的破裂深度增大，使诱发地震的震级大于原潜在的地震震级。(3)各种岩体均存在着一个极限深度，此深度后不再有诱发地震。     

Radiolarian‐based study on the fabric and the formation process of the Early Cretaceous mélange near Zhongba,Yarlung–Tsangpo Suture Zone,southern Tibet

The Yarlung–Tsangpo Suture Zone (YTSZ), as the southernmost and youngest among the sutures that subdivides the Tibetan Plateau into several east–west trending blocks, marks where the Neo‐Tethys was consumed as the Indian continent moved northward and collided against the Eurasian continent. Mélanges in the YTSZ represent the remnants of the oceanic plate through subduction and collision. Mélanges are characterized by a highly sheared volcanoclastic or siliceous mudstone matrix including blocks of chert, claystone, and basalt. Detailed radiolarian analyses are conducted on the mélange near Zhongba County. Macroscopic, mesoscopic, and microscopic observations are combined in order to elucidate the relationships among age, lithology, and structure of blocks in the mélange. Reconstructed ocean plate stratigraphy includes Lower Jurassic limestone within the chert sequence accumulated at a depth near the CCD (Unit 2), Upper Jurassic thin‐bedded chert interbedded with claystone deposited in the wide ocean basin (Unit 3), and Lower Cretaceous chert with siliceous mudstone (Units 4 and 5), representing the middle parts of ocean plate stratigraphy. The results highlight the fabric of brecciated chert on mesoscopic scale, which is thought to be due to localized overpressure. The formation of mesoscopic and microscopic block‐in‐matrix fabrics in the mélange is proposed for the chert and siliceous mudstone bearing different extents of consolidation and competence during the progressive deformation of accreted sediments at shallow‐level subduction.     

一株淡水红藻的形态及分子系统发育研究

以采自山西晋祠泉的一株淡水红藻JC1712001为实验材料,对其进行分子系统发育分析和形态特征鉴定,同时利用分子数据对其进行生物地理学研究.结果显示,该株淡水红藻JC1712001与美国、西班牙地区报道的马赫拉熊野藻（Kumanoa mahlacensis Kumano）遗传距离最近,基于rbcL、COI和UPA序列的遗传距离均为0.基于3个序列,利用贝叶斯法、最大似然法和邻接法3种方法构建的系统发育树具有高度一致的系统发育关系,JC1712001均与西班牙及美国地区已报道的马赫拉熊野藻聚为一支,支持率都在97%以上,支持其为马赫拉熊野藻,同时也表明3个基因的高度保守性.形态特征的观察也支持这个结果.马赫拉熊野藻在欧洲、亚洲、北美洲均有分布,RASP软件构建的地理起源图谱显示,欧洲类群地理起源更为古老.马赫拉熊野藻为稀有种,本文的研究结果丰富了我国淡水红藻的分布,为其系统发育和地理起源研究提供了依据.     

Statistical significance of modal parameters of bridge systems identified from strong motion data

Modal parameters of structural systems have commonly been determined using system identification (SI) methods for damage detection and health monitoring. For determining the deterioration of the integrity of structural systems correctly, modal parameters of a healthy structure have to be obtained with adequate certainty so that these parameters can be used as reliable references for the healthy system to compare with those of the damaged system. In this study, the statistical significance of modal parameters identified using strong motion time histories recorded on two bridge structures is assessed. The confidence intervals of identified modal frequencies and damping ratios are obtained using Monte Carlo simulations and sensitivity analyses in conjunction with eigenrealization algorithm. The dependence of the statistical bounds on model parameters is examined. The effect of using different number of sensors on the statistical significance is evaluated using simulated time history data from a validated finite element model of a bridge. Copyright © 2005 John Wiley & Sons, Ltd.     

中强地震前中小地震速度谱的变化特征

从Ｄｕｄａ和Ｎｏｒｔｍａｎｎ提出的谱震级定义出发,利用江苏地区遥测台网的５个台站记录到的５４次地震的数字化垂向位移波形记录,采用１３组０．５倍频程的滤波器,计算了各次地震的Ｐ波和及Ｓ波在没中心周期处的平均速度谱值,研究了地震的Ｐ波或Ｓ波速度谱的拐角周期及综合因子ｆ值的时间变化特征。结果显示：中强地震发生之前１年或更短的时间内所发生的中小地震,其速度谱综合因子ｆ值随时间的变化具有由高值向低值的变化趋     

Comparison of 2D versus 3D modeling approaches for the analysis of the concrete faced rock‐fill Cokal Dam

This paper's primary purpose is to compare the 2D and 3D analysis methodologies in investigating the performance of a concrete faced rock‐fill dams under dynamic loading conditions. The state of stress on the face plate was obtained in both cases using a total strain based crack model to predict the spreading of cracks on the plate and the corresponding crack widths. Results of the 2D and 3D analyses agree well. Although significantly more demanding, 3D analyses have the advantage of predicting the following: (i) the opening of the vertical construction joints; (ii) the cracking at the valley sides; and (iii) the crushing of the plate during the seismic action. During the earthquake loading, the cracking predicted at the base of the face plate after the impounding spread significantly towards the crest of the dam; however, the crack widths are obtained relatively small. Crushing of the face plates at the construction joints is the primary cause of the large scale cracking predicted on the face plate for high intensity earthquakes. Earthquake induced permanent deformation of the fill increases the compressive stresses on the face plate, thereby reducing the minute cracking on the plate. However, this effect also leads to significant increases in the residual openings at the construction joints and at the plinth level. Copyright © 2013 John Wiley & Sons, Ltd.     

人机联作的智能化测井信号对比

我们建立了用于地球物理信号对比的一种人机联作的处理方法.对多种信号匹配的算法做了研究、改进和实现,把算法研究和人工测井对比的知识和经验进行归纳,形成基于规则的信号处理,并设计了层次化分解处理结构,实现多种算法的混合运用和数据驱动的算法参数选择.由于结合了相关资料信息和解释人员判断,信号对比问题才能更为适定.人机联作的处理模式以用户的参与来克服一些智能化处理实现的困难.实测结果证明该方法有效.     

System identification of instrumented bridge systems

Several recorded motions for seven bridge systems in California during recent earthquakes were analysed using parametric and non‐parametric system identification (SI) methods. The bridges were selected considering the availability of an adequate array of accelerometers and accounting for different structural systems, materials, geometry and soil types. The results of the application of SI methods included identification of modal frequencies and damping ratios. Excellent fits of the recorded motion in the time domain were obtained using parametric methods. The multi‐input/single‐output SI method was a suitable approach considering the instrumentation layout for these bridges. Use of the constructed linear filters for prediction purposes was also demonstrated for three bridge systems. Reasonable prediction results were obtained considering the various limitations of the procedure. Finally, the study was concluded by identifying the change of the modal frequencies and damping of a particular bridge system in time using recursive filters. Copyright © 2003 John Wiley & Sons, Ltd.     

低纬度淡水湖沉积物中正构烷烃氢同位素组成特征及其有机质源和环境指示意义

为认识低纬度亚热带地区湖泊沉积物中正构烷烃氢同位素组成特征及其与母源输入和生态环境的关系,本文利用气相色谱-高温热转变-同位素比值质谱议(GC-TC-IRMS),对系统采集的抚仙湖沉积物样品中正构烷烃氢同位素进行了测定。抚仙湖沉积正构烷烃δD值分布在-219.3‰~-142.5‰之间,样品中平均值为-208.1‰~-154.5‰,并且奇碳数正构烷烃δD值明显地将样品划分为两种类型。类型Ⅰ样品中正构烷烃平均δD值明显地高于类型Ⅱ样品,反映了它们生物源存在明显差别。沉积物与水生植物和陆生植物中正构烷烃氢同位素组成对比结果指示了沉积C_(17)、C_(21)~C_(25)奇碳数正构烷烃来自水生植物,C_(27)和C_(29)奇碳数正构烷烃主要来自木本植物,C31和C33正构烷烃来自水生和陆生草本植物的混合。对比研究结果表明,湖泊地区生态环境是控制湖泊沉积正构烷烃氢同位素组成的重要因素之一,在利用沉积正构烷烃氢同位素研究古水文学特征时,还要考虑研究区古生态环境对沉积正构烷烃氢同位素的影响,并且结合沉积正构烷烃ACL值和Qw值,才能对沉积有机质中正构烷烃氢同位素组成及变化作出合理的解释。     

植被生物量高光谱遥感监测研究进展

植被生物量的评估对于研究全球碳循环具有重大意义,而高光谱遥感技术为精确反演地表属性提供了重要的数据支持。针对如何更好地应用高光谱遥感技术进行植被生物量精确反演的问题,该文详细阐述了国内外应用高光谱技术估测植被生物量的研究进展。对反演植被生物量所涉及的数据源、反演模型的构建方法及其模型特点、反演模型应用对象等内容进行了综合评述,并通过分析认为,高光谱遥感技术较传统的多光谱遥感技术在生物量反演精度上有了显著的提高。同时,对建模方法、多源遥感数据融合以及模型通用性等方面的研究进行了展望,以达到在大尺度范围内对植被生物量进行准确反演的目的。