火山活动状态及其机理的初步探讨

根据火山喷发实例总结了火山喷发在不同阶段的活动状态,并探讨了可能的物理机理。火山活动从岩浆补给到岩浆喷发的物理过程可分为3个阶段:1)岩浆补给阶段,岩浆囊压力差或过剩压力的大小决定了火山活动是否休眠或扰动,岩浆补给速率对压力差起了决定性的作用;2)通道形成阶段,当过剩压力超过围岩破裂强度时,围岩开始破裂,之后水热活动起了重要的作用;3)岩浆运移与失稳喷发阶段,主要是岩浆运移与地壳盖层的相互作用与失稳的过程。文中还讨论了火山活动状态与火山喷发危险性等级之间的关系,7个危险性等级分别对应于火山活动的7种状态,即休眠、平静、扰动、动荡、临界、活动、灾变     

岩浆活动与内陆地震关系的探讨──以1976年唐山大震为例

利用地震波探测、重力、地磁、地质等资料,论证了唐山地震前在震中区及其附近地区地壳内存在着的岩浆活动。认为唐山地震的发生可能是由于岩浆沿深大断裂向地壳内侵入,从而导致断裂重新破裂、扩展的结果。推断岩浆活动可能是内陆地震的一种成因。最后从岩浆活动的角度出发对一些地震现象作了讨论。     

地壳中岩浆沿已有断层运移的数值模拟——在长白山天池火山的应用

本文利用有限元及有限差分的方法,对壳内岩浆房或岩浆囊中的岩浆在构造应力及由于围岩与岩浆的密度差产生的浮力作用下,沿已有断层向上运移的动力学过程进行了数值模拟.在岩浆囊顶部与上覆岩层接触处,沿着已有微小破裂,岩浆在一定超压力条件下使已有断层张开并继续向上延伸,从而形成岩浆向上运移的通道.研究了岩浆黏度、密度差、模型深度对最小超压力（岩浆运移到地表所需的最小岩浆房超压力）的影响.在10 km深度的地壳中,若岩浆黏度为0.1~10³ Pa·s,当超压力达到17~20 MPa时,岩浆压力可以驱动岩浆运移到地表层;同时,岩浆动力黏度越大,使岩脉运移到地表需要的超压力就越大.当密度差为300~700 kg·m^-3,其变化对超压力的影响比较小.本文亦对比了三维应力条件和二维平面应变条件下不同结果,比较了不同条件下岩浆运移造成的地表垂直位移变化.结合长白山天池火山地区的区域地质环境,对长白山天池火山岩浆运移条件进行了参数试验性计算分析,估算了在给定长白山天池火山模型条件下地下可能存在的岩浆囊的大小,其结果对认识长白山天池火山地区岩浆活动及相关的预测和监控有参考意义.     

西南印度洋超慢速扩张洋脊的岩浆一构造旋回：来自轴部火山洋脊地形变化和深海丘陵样式的证据

综合利用洋脊轴部的深拖侧扫声纳资料和轴外的水深数据,研究了超慢速扩张的西南印度洋洋脊处洋壳增生过程的瞬时变化。在洋脊各段的侧扫声纳图像中可以观察到轴部火山洋脊的长度与高度的差异,及这些火山建造不同的变形程度。这些差异是由于轴部火山洋脊处于其生命演化周期的不同发育阶段,包括火山建造期和构造裂解期。利用轴外侧的水深数据确定了每个洋脊段中许多大小均匀的深海丘陵。这些深海丘陵均显示不对称的形状,面向轴部为陡峭的断层崖,背向轴部为平缓倾斜的火山岩斜坡。这些深海丘陵是被运移到两翼的、已被裂解的早期轴部火山洋脊的残留,它们形成于连续的岩浆建造期和构造裂解期之中,即一个岩浆-构造旋回。在厚地壳的洋脊区段观察到大型深海丘陵,而在薄地壳的洋脊区段观察到小型深海丘陵。这说明岩浆供给量控制着深海丘陵的大小。在薄地壳的洋脊区段,深海丘陵有规律地等间隔排列,表明岩浆一构造循环的伪周期性过程持续约0．4ma,比厚地壳的洋脊区段的周期时间短4～6倍。我们认为,有规律的深海丘陵样式与长寿命洋脊段下部几乎恒定的岩浆持续供给有关。相比之下,在岩浆供给急剧减少并极不连续的情况下,不再存在有规律的深海丘陵样式。     

地震共轭破裂及极限主应力随地壳深度的变化——以1975年海城7.3级地震为例

许多震例表明，地震可以形成共轭破裂，地震震源处，其温度和压力与地壳浅处及地表不同，温，压越高，共轭破裂角越大。随着深度的变浅（温，压减小），地震共轭破裂角减小，地震烈度共轭角也减小，本文用数学力学方法和岩石力学实验结果，探讨了海城地震共轭破裂及极限主应力随地壳深度的变化。     

汶川8.0级地震地表破裂带宽度调查

根据汶川8.0级地震地表破裂带的实地调查,龙门山断裂带的中央断裂与前山断裂地表破裂带宽度自北向南一般<40m。在Ⅹ—Ⅺ度极震区,沿断裂延伸方向破裂带之上及其两侧,各类房屋建筑无论何种结构均绝大部分倒塌损毁。考虑到逆断层作用引起的"地壳缩短"以及各种不确定性,并结合以往历史强震地表破裂带的宽度统计,提出汶川8.0级地震灾后重建时,极震区地震断层两侧的"避让带"宽度为25m。在"避让带"之内,只能建造高于抗震设防标准的2层以下的建筑物,应明确禁止兴建学校、医院等公共建筑     

长白山天池火山区岩浆系统深部结构的深地震测深研究

利用三维深地震测深技术，研究了长白山天池火山的岩浆系统．结果表明，以低P波速度为主要特征的长白山天池火山岩浆系统在地壳范围内可分为3个深度层次:在9～15km深度，岩浆系统分布的主要特征是范围广、尺度大、近南北走向，是地壳内储存岩浆的主要位置；自15km深度以下直至下地壳，其分布横向尺度较小，显示出岩浆自上地幔侵入地壳的痕迹，这也意味着长白山天池火山的岩浆系统极有可能延伸到上地幔，或更深；在地壳浅部，深度小于8～9km范围内，岩浆的分布范围更小一些，集中在天池火山口稍偏北的南北方向上．如果说低Ｐ波速度与岩浆系统关联的话，那么它反映出这部分岩浆仍然处于较高温度状态．从这个意义上讲，长白山天池火山的岩浆系统至少不是残留的，或者说是处于活动状态．      

长白山火山的历史与演化

长白山火山跨越中朝两国,在我国境内包括天池火山、望天鹅火山、图们江火山和龙岗火山,火山活动从上新世持续到近代,是我国最大的第四纪火山分布区。长白山火山的母岩浆是钾质粗面玄武岩,将长白山火山岩区称钾质粗面玄武岩省,岩浆结晶分异作用和混合作用主导了岩浆演化过程。天池火山之下地壳岩浆房和地幔岩浆房具双动式喷发特点,一方面来自地幔的钾质粗厨玄武岩浆直接喷出地表;另一方面钾质粗面玄武岩浆持续补给地壳岩浆房,发生岩浆分离结晶作用和混合作用,导致双峰式火山岩分布特征和触发千年大喷发。西太平洋板块俯冲-东北亚大陆弧后引张是长白山火山活动的动力学机制。     

2014年新疆于田Ms7.3地震地表破裂带精细填图及其破裂特征

大比例尺地震地表破裂带精细填图是研究强震破裂特征及机理的关键数据,为理解破裂动态过程提供重要的观测约束.青藏高原中西部的强震地表破裂研究因发震地点偏远不易到达而成为薄弱环节.文章利用无人机航拍新技术,详细解译获得了2014年于田Ms7.3地震地表破裂展布图.此次地震在阿尔金断裂西段南硝尔库勒断裂(南段S1)、硝尔库勒断裂(中段S2)以及阿什库勒断裂(北段S3)上分别产生了16、6.9和14.2km的地表破裂.南段平均左旋位错为(52±25)cm,最大为~90cm;北段平均左旋位错为(36±21)cm,最大为~84cm.共统计了5308处裂缝宽度,南段平均宽度为(85±71)cm,最宽可达~700cm;中段平均宽度为(39±21)cm,最宽可达243cm;北段平均宽度为(61±44)cm,最宽可达~340cm.另外,南段平均拉张量为(3.4±2.9)m,最大可达~17m;中段平均拉张量为(4.3±3.6)m,最大为~13m;北段平均拉张量为(1.7±1.6)m,最大为~6m.平均裂缝宽度和拉张量在弯曲和阶区部位均显示衰减的趋势.于田地震和其他全球走滑型地震的地表破裂在弯曲、阶区、断裂分叉等断裂几何复杂部位的宽度大于平直段,表明断裂几何结构对破裂宽度具有明显的控制作用.硝尔库勒与南硝尔库勒断裂锐角相交区域发育的大量裂缝可能指示构造拉张部位对近断裂分布式变形的控制,为地震动态破裂的数值模拟提供了观测约束.于田地震还造成罕见的大量伴生地震震动地表破坏,在地震震动的影响下含水盐层可能触发了缓坡度洪积扇的失稳,形成了密集的滑坡和地堑系.这些分布式变形以及浅表伴生变形是地震破裂扩展过程与断裂几何结构耦合关系的直接响应,并暗示破裂在穿过阶区后可能在阿什库勒断裂上双向扩展.     

长白山天池火山2002~2005年火山扰动机制研究

地震、形变、火山气体地球化学等观测结果表明2002~2005年长白山天池火山经历了1次扰动事件。长白山站地震台（CBS台）记录到了扰动事件前后连续稳定的宽频带地震观测资料。前人的观测研究结果认为长白山天池火山扰动期间的火山地震类型主要为构造型火山地震，伴随少量的谐频型地震。本文通过匹配滤波技术，对1999~2007年扰动事件前后CBS台单台三分量地震观测数据进行模板扫描，获得3763个清晰的火山地震事件，其中谐频（HS）事件125个，构造（VT）事件3618个，并发现长周期（LP）事件20个。进而将火山扰动期间火山地震事件分为3种类型：构造型事件、长周期事件和谐频型事件，并提出2002~2005年长白山天池火山扰动机制模型：深源地震-火山能量传递模型，即汪清深源地震能量释放和传递，引发长白山火山区岩石圈应力状态波动。地幔岩浆房受应力干扰后，岩浆通道打开，少量岩浆侵入地壳岩浆房。岩浆混合脱气导致地壳岩浆房升压，引起顶部岩石微破裂，产生构造型火山地震，气体和流体填充这些裂隙，从而产生LP和HS型火山地震事件。     

An experimental study on the formation of composite intrusions from zoned magma chambers

We present a model which accounts for the common, but paradoxical arrangement of composite intrusions (i.e. silicic core and mafic margins) on the basis of analogue experiments using gelatin and aqueous solutions. The present model involves simultaneous flow-out of the upper and lower magmas from a longitudinal crack along the chamber wall. Experimental results suggest that the mafic magma from the lower layer leaks from the side-wall of the chamber and travels faster than the silicic magma because of its lower viscosity, so that the mafic magma reaches the tip of the crack first. Once the mafic magma reaches the crack tip, then the rate of dyke propagation becomes determined by the viscosity of the less viscous mafic magma, and so it can advance rapidly. The viscous silicic magma can flow efficiently into the center of the dyke, being lubricated by the mafic magma margins. This model accounts for the common arrangement of composite intrusions and gives an efficient mechanism of flow of viscous silicic magmas.     

The role of magma vapors in volcanic tremors and rapid eruptions

A fracture dynamics model in which an igneous intrusion of magma within a crack occurs is used to describe the psysical processes of magma transport. A symbiotic relationship exists between the crack and the fluid. The crack tip cannot accelerate faster than the fluid within it can flow in the channel provided by the crack, and the speed of the fluid is limited by its own viscosity. A volatile phase at the tip of the crack at lithostatic pressures will allow the crack to accelerate to high speeds, since the viscosity of a volatile is small. It is proposed that periods of quiescence in volcanic activities may not in fact be quiet, but only periods where the crack velocity (and therefore the magma transport rate) is slow. At rapid crack velocities, where there is sufficient kinetic energy for the generation of abundant acoustic radiation, the crack generates a detectable seismic signal. From this point of view, seismic methods always underestimate the size of cracks. The analyses here apply fracture dynamics to the Kilauea cruption of 1963.     

地震现场房屋裂缝宽度快速检测

为快速对地震现场损坏房屋裂缝宽度进行测量,本文提出运用图像处理技术与单个人工正方形标志的方法对裂缝宽度进行测量。基于数字图像处理技术,并利用MATLAB软件的图像处理功能,对拍摄的真实房屋裂缝图像进行灰度化、二值化、图像去噪、目标区域分割标记和像素标定等处理,计算得到图像中裂缝宽度的最大值。通过与实测数据对比,利用本方法获得房屋裂缝检测数据的识别精度为98.11%。结果表明,本文提出的方法可以有效检测房屋裂缝宽度,且获取图像的分辨率越高,裂缝宽度识别的误差越小。本方法可为地震灾害现场调查中的房屋破坏等级评价工作提供依据。     

工程结构三维疲劳裂纹最大应力强度因子计算

介绍了裂纹的类型、裂纹尖端应力场的奇异性。以一维问题为例,推导论证了奇异单元能够很好的反映裂纹尖端应力场的奇异性。应力强度因子一般表达式表明应力强度因子与载荷呈线性关系,并依赖于物体和裂纹的几何形状和尺寸。本文借助大型通用有限元软件ANSYS,采用位移外插法计算了三维表面裂纹前沿不同位置处的应力强度因子,并与《应力强度因子手册》基于实验的理论公式计算结果相比较。结果表明:有限元结果与理论解误差较小,裂纹最深处应力强度因子最大。     

滇西北地区断层破碎带宽度与断层错距的统计关系

本文以非粘土断层泥带宽度与断层错距在断层(带)发育中期线性相关的实验结果为依据,对滇西北地区断层破碎带宽度(W)与断层错距(D)的关系作了统计分析,目的在于建立一种从断层破碎带几何特征反演断层背景位移的新方法。通过对该区中等发育程度的33条断层48组样本的统计,得到相关性较好的D=18.5W的经验关系式,同时还就这一关系式的适用范围及影响因素进行了分析讨论。应用D—W关系,确定了直线型的剑川断裂中北段的背景位移分布,并提出断层的背景位移分布可作为断层分段的一个重要指标。     

Source process of very-long-period events accompanying long-period signals at Cotopaxi Volcano,Ecuador

Renewed seismic activity of Cotopaxi, Ecuador, began in January 2001 with the increased number of long-period (LP) events, followed by a swarm of volcano-tectonic (VT) earthquakes in November 2001. In late June 2002, the activity of very-long-period (VLP) (2 s) events accompanying LP (0.5–1 s) signals began beneath the volcano. The VLP waveform was characterized by an impulsive signature, which was accompanied by the LP signal showing non-harmonic oscillations. We observed temporal changes of both the VLP and LP signals from the beginning until September 2003: The VLP signal gradually disappeared and the LP signal characterized by decaying harmonic oscillations became dominant. Assuming possible source geometries, we applied a waveform inversion method to the observed waveforms of the largest VLP event. Our inversion and particle motion analyses point to volumetric changes of a sub-vertical crack as the VLP source, which is located at a depth of 2–3 km beneath the northeastern flank. The spectral analysis of the decaying harmonic oscillations of LP events shows frequencies between 2.0 and 3.5 Hz, with quality factors significantly above 100. The increased VT activity and deformation data suggest an intrusion of magma beneath the volcano. A release of gases with small magma particles may have repetitively occurred due to the pressurization, which was caused by sustained bubble growth at the magma ceiling. The released particle-laden gases opened a crack above the magma system and triggered the resonance of the crack. We interpret the VLP and LP events as the gas-release process and the resonance of the crack, respectively.     

Analysis of crack movements observed in an alpine bedrock cliff

Crack widths and rock temperatures were monitored on an andestic bedrock cliff in the summit area of the Daisetsu Mountains, Hokkaido, northern Japan. Sequential data recorded the gradual widening of a crack to the point of critical crack extension, which resulted in catastrophic rock breakage. The data indicate that a combination of liquid water in?ltration into crack tip and subsequent freezing is the most signi?cant factor contributing to critical crack extension. The recorded sub‐critical crack movements involved a number of minor crack extensions and contractions, the timing of which correlates well with the magnitude of the reconstructed thermal stresses at the crack tip derived from thermal deformation of the plate‐shaped rock fragment. Larger crack extensions occurred when stress at the crack tip exceeded a threshold value, possibly re?ecting the control of rock fracture mechanics by which cracks are thought to propagate when the stress intensity factor at the crack tip exceeds the threshold values for stress corrosion cracking and the fracture toughness of the material. Copyright © 2004 John Wiley & Sons, Ltd.     

Magma expansion and fragmentation in a propagating dyke

The influence of magma expansion due to volatile exsolution and gas dilation on dyke propagation is studied using a new numerical code. Many natural magmas contain sufficient amounts of volatiles for fragmentation to occur well below Earth's surface. Magma fragmentation has been studied for volcanic flows through open conduits but it should also occur within dykes that rise towards Earth's surface. The characteristics of volatile-rich magma flow within a hydraulic fracture are studied numerically. The mixture of melt and gas is treated as a compressible viscous fluid below the fragmentation level and as a gas phase carrying melt droplets above it. The numerical code solves for elastic deformation of host rocks, the flow of the magmatic mixture and fracturing at the dyke tip. With volatile-free magma, a dyke fed at a constant rate in a uniform medium adopts a constant shape and width and rises at a constant velocity. With volatiles involved, magma expands and hence the volume flux of magma increases. With no fragmentation, this enhanced flux leads to acceleration and thinning of the dyke. Simple scaling laws allow accurate predictions of dyke width and ascent rate for a wide range of conditions. With fragmentation, dyke behaviour is markedly different. Due to the sharp drop of head loss that occurs in gas-rich fragmented material, large internal overpressures develop below the dyke tip and induce swelling of the nose region, leading to deceleration of the dyke. These results are applied to the two-month long period of volcanic unrest that preceded the May 1980 eruption of Mount St Helens. An initial phase of rapid earthquake migration from the 7–8 km deep reservoir to shallow levels was followed by very slow progression of magma within the edifice. Such behaviour can be accounted for by magma fragmentation at the top of a dyke.     

喷射超高韧性水泥基复合材料加固带裂缝素混凝土梁的力学性能试验研究

对既有受损混凝土结构的加固维修是地震灾后重建的重点之一。应用喷射超高韧性水泥基复合材料（UHTCC）的拉伸应变硬化特性,研究了带裂缝混凝土梁底部喷射20mm薄层UHTCC的加固作用。结果表明:薄层喷射UHTCC对混凝土梁的弯曲强度和弯曲刚度有明显的加固作用,可将带预制裂缝的混凝土梁极限承载力提高117.5%,使受损混凝土梁的承载能力恢复到相同尺寸无损混凝土梁承载能力相当的水平;此外混凝土梁底部薄层喷射UHTCC能将裂缝宽度控制在0.1mm以下的微裂缝,有利于提高混凝土梁的耐久性。