精密单点定位中周跳探测与修复方法研究

分析了Geometr-Free以及Melbourne-Wubbena两种组合的性质,使用多种周跳探测方法对两种组合分别进行周跳的探测,计算了各个频率上发生的周跳大小,实现了周跳的修复.     

准噶尔南缘新生代断裂的形成机制

准南有三条走向东西右列的新生代冲断褶皱带,是天山北麓右行走滑兼走逆冲断层的尾端冲断扇构造。各冲断褶皱带的西端与天山北麓断层相接触处形成最早,在中新世中期开始形成,主体在中新世晚期约10Ma开始形成,其末端在第四纪才开始形成,表现出挤压的构造动力和变形自南向北扩展。准南逆冲构造带的初始时间比天山南麓的库车逆冲构造带晚约8Ma,说明天山造山带因为塑性较高,构造动力传播是耗时的,这与塔里木盆地刚性高、瞬时传递的特征形成对照。瞬时传递构造应力和耗时传递构造动力在空间上的交替出现是印藏陆陆碰撞导致陆内变形传播形式的基本原因。     

延怀盆地活动断裂运动与现代构造应力场

延怀盆地包括延矾、怀涿两个相互连通的次级盆地.野外地震地质调查和断裂滑动观测表明:延矾盆地NE向活动断裂以右旋走滑为主,兼具正断层分量;怀涿盆地NE向活动断裂以正断为主,兼具右旋走滑分量;盆地内NW向断裂以左旋走滑为主,兼具正断层分量.采用野外观测取得的10个测点337条活断层擦痕数据,利用由断层滑动资料反演构造应力张量的方法,计算获得了研究区现代构造应力场的主要特征:延矾盆地现代构造应力场以NEE-近EW向挤压、NNW向-近SN向拉张为主要特征,应力结构均为走滑型.其最大主压应力(σ1)方向为N74°～88°E,平均倾角18 °;最小主压应力(σ3)方向为近SN,近水平;中间主应力(σ2)倾角较陡,近垂直.怀涿盆地以NNW向拉张为主要特征,应力结构为正断型为主.其最大主压应力(σ1)平均倾角68°,近垂直;中间主应力(σ2)倾角较缓,最大的不超过35°;最小主压应力(σ3)方向为NNW-近SN向,近水平.断层滑动反演的结果与北京及周边地区由震源机制解资料反演分析结果基本一致.     

溪洛渡电站左岸谷肩堆积体（IV区）稳定性评价

在研究了溪洛渡水电站左岸谷肩堆积体物质组成和结构的基础上,结合施工过程中的变形监测信息,对目前变形明显的IV区边坡应用失稳模式进行了分析。我们选取了两条具代表性的剖面,采用极限平衡方法,在天然和地震两种工况下对边坡的稳定性系数进行了计算,然后以计算结果为依据对其稳定性进行评价。结果显示:自然坡体在两种计算工况下皆处于稳定状态,并具有较高的安全储备,开挖后坡体仍然具有一定的稳定性,但从满足工程边坡安全度的要求出发,对边坡进行及时支护是必要的。     

唐山井水温的同震变化及其物理解释

唐山市一口水井观测到多次同震水位振荡， 以及伴之的高精度测量到的深部层水温变化. 水温变化幅度与水位振荡幅度有关， 水位幅度变化数厘米到一米， 水温变化幅度为0.001℃~0.01℃，而且总是温度下降， 震后一到数小时内水温恢复正常. 我们进行了有限单元法模型计算， 认为井水垂直振荡时搅动井水引起的弥散效应， 是造成同震水温变化的主要原因， 后续的热传导作用可以解释水温的复原过程. 今后如果在不同深度同时进行高精度井水温度观测可以检验该模型.      

基于线弹性位错模型反演1997年西藏玛尼Mw7.5级地震的干涉雷达同震形变场——Ⅱ滑动分布反演

1997年11月8日西藏M_w7.5级玛尼地震是干涉雷达技术应用于地震观测以来的一次重要事件.在第一部分中，我们应用广泛使用的Okada线弹性位错模型，假设断层的各个分段滑动量均匀，反演得到断层各个分段的几何参数和均匀滑动量.本部分的反演进一步去除滑动均匀假设，并利用更能反映断层真实状态的角形元位错模型（线弹性），在第一部分反演得到断层几何的基础上，反演断层面的静态位错分布.反演结果表明，线弹性滑动分布模型能够更好地解释观测数据，进一步提高反演的数据拟合程度.最终得到了断层面上的走滑和倾滑位错分布.首次得到的断层面滑动分布显示断层面滑动在浅部（0～12 km）比较集中，地震破裂长度约170 km，最大左旋走滑位移达4.8 m；反演结果还表明局部段落存在较大倾滑位移，量值达到1.9 m，这在断层模型中是不能忽略的，它可能是断层两侧形变不对称的原因之一；反演得到的标量地震矩为2.18×10²⁰ N·m，相当于矩震级M_w7.5，与Velasco等利用地震波形反演得到的结果一致.     

瞬态面波法在滑坡体勘探中的应用

多道瞬态瑞雷波勘探技术是近几年来快速发展起来的高新技术,在滑坡体工程勘察中具有广泛的应用前景.介绍多道瞬态瑞雷波勘探原理及技术方法,并通过工程勘察实例,说明多道瞬态瑞雷波法应用于滑坡体勘察的可行性与有效性.     

Experimental analysis and modelling of shallow landslides

The paper presents the results of some experimental tests reproducing the triggering mechanism of a special kind of shallow landslides induced by rainfalls (soil slip) in a physical 1-g model. The experimental data have been employed to verify the capability of a simplified stability model to describe the phenomenon and to back-analyse its occurrence in a case history (Pizzo d’Alvano, Campania Region 1998). The method enables a direct correlation between the safety factor of a slope and rainfall intensity, as well as antecedent rainfalls.     

A grid-search inversion method looking for the best classification of polyphase fault/slip data

A novel, grid search-based stress inversion method is developed in this paper to find the global minima in the solution region for the classification of fault/slip data into many single-phase subsets. Exhaustively repetitious grid searches are taken to deal with possible local minima, in a departure from existing grid search-based inversion methods. Two stopping rules, to stop at the abrupt change of the objective function or at the least change of the classification, are adopted in the method to look for the best classification. Much calculation time is saved by using a modified version of conventional grid search. The feasibility of this proposed method is demonstrated by applying it to two artificial examples and two real examples. However, enormous time in calculation is still needed in the case of a data set either with a large number of data or for a large number of assigned subsets.     

The 1980, 1997 and 1998 Azores earthquakes and some seismo-tectonic implications

We have studied the focal mechanisms of the 1980, 1997 and 1998 earthquakes in the Azores region from body-wave inversion of digital GDSN (Global Digital Seismograph Network) and broadband data. For the 1980 and 1998 shocks, we have obtained strike–slip faulting, with the rupture process made up of two sub-events in both shocks, with total scalar seismic moments of 1.9 × 10¹⁹ Nm (M_w = 6.8) and 1.4 × 10¹⁸ Nm (M_w = 6.0), respectively. For the 1997 shock, we have obtained a normal faulting mechanism, with the rupture process made up of three sub-events, with a total scalar seismic moment of 7.7 × 10¹⁷ Nm (M_w = 5.9). A common characteristic of these three earthquakes was the shallow focal depth, less than 10 km, in agreement with the oceanic-type crust. From the directivity function of Rayleigh (LR) waves, we have identified the NW–SE plane as the rupture plane for the 1980 and 1998 earthquakes with the rupture propagating to the SE. Slow rupture velocity, about of 1.5 km/s, has been estimated from directivity function for the 1980 and 1998 earthquakes. From spectral analysis and body-wave inversion, fault dimensions, stress drop and average slip have been estimated. Focal mechanisms of the three earthquakes we have studied, together with focal mechanisms obtained by other authors, have been used in order to obtain a seismotectonic model for the Azores region. We have found different types of behaviour present along the region. It can be divided into two zones: Zone I, from 30°W to 27°W; Zone II, from 27°W to 23°W, with a change in the seismicity and stress direction from Zone I. In Zone I, the total seismic moment tensor obtained corresponded to left-lateral strike–slip faulting with horizontal pressure and tension axes in the E–W and N–S directions, respectively. In Zone II, the total seismic moment tensor corresponded to normal faulting, with a horizontal tension axis trending NE–SW, normal to the Terceira Ridge. The stress pattern for the whole region corresponds to horizontal extension with an average seismic slip rate of 4.4 mm/yr.