作用于南海北部地壳岩体的外场力

用光弹等色线与地震震中密集程度对照法,得到本研究区等效外场力的主要特点为:(1)非匀布荷载;(2)方向大致为:东—中部在N13～79°之间;西北部为SN向;西部在N51～78°之间;西南部在N25～69°E之间。     

构造环境应力场在确定新疆地震危险区中的应用

基于断裂力学的研究成果和位错论,提出了断裂力学地震破裂模式,进而推导出了几个从地震波观测资料直接计算震源处构造环境剪力场量值ｒ０的公式。根据这些公式计算了中国地区中小地震的构造环境剪应力值。结果表明：ｒ０值的大小与分布和大震发生的地点有密切关系,即剪应力水平较高的地区将容易发生大地震,而剪应力水平较低的地区通常只发生小地震。据此,从１９９２年开始,根据环境应力场进行寻找地震危险区的尝试总有效北达７     

巴士系断裂带的构造应力场特征

利用１２０次地震震源机制解资料,分析了巴士系断裂带构造应力场的基本特征。结果表明,该断裂带应力场的总体特征为ＮＷ￣ＮＷＷ向,但不同地段略有差异。由北西至南东主压应力Ｐ轴方向由ＮＷＷ￣ＮＷ￣ＮＷＷ（近ＥＷ）向,Ｐ轴相对平缓,地震以走错动为主,兼具倾滑分量,应力场的变化与菲律宾海板块对欧亚板块的不均匀推挤作用有关。     

THE THEORETICAL STUDY ON THE LAWS OF DRAG REDUCTION BY AERATION IN OPEN CHANNEL 1

ＴＨＥＴＨＥＯＲＥＴＩＣＡＬＳＴＵＤＹＯＮＴＨＥＬＡＷＳＯＦＤＲＡＧＲＥＤＵＣＴＩＯＮＢＹＡＥＲＡＴＩＯＮＩＮＯＰＥＮＣＨＡＮＮＥＬ１ＺＨＥＮＧＹｏｎｇｇａｎｇ２,ＦＡＮＧＤｕｏ３ａｎｄＬＩＧｕｉｆｅｎ４ＡＢＳＴＲＡＣＴＴｈｅｌａｗｓｏｆｄｒａｇｒｅ...     

石门雄黄矿一号窿矿体构造及深部找矿研究

通过对湖南石门雄黄矿一号窿矿区构造研究 ,雄黄矿床赋存于燕山期形成的背斜核部 ,背斜与断裂、断裂与断裂的交汇部位。在多种手段综合研究的基础上 ,指出了矿区导矿构造为 EW向的 F1、F3 断裂 ,容矿构造为次级的 NEE、NE、NW、SN向断裂构造 ;提出了本区中生代的三期主要构造应力场 ,其中 SN向主压应力的构造应力场共轭角高值区为雄黄矿体富集地带。矿床受寒武系娄山关群白云岩、奥陶系灰岩和构造的双重控制。认为在一号窿主矿体 NW、SW方向可能存在有隐伏矿体     

地壳浅部导电性矿物的一种新的压溶机制：应力原电池过程

以黄铁矿为例,通过导电性矿物的力学-电化学相互作用实验,得出：导电性矿物的电极电位与弹性轴压应力是较好的负线性相关关系。以此为基础,通过电化学理论分析,得出：地壳浅部与溶液接触的导电性矿物颗粒内部存在各种各样的应力原电池,通过应力原电池过程,压溶作用得以实现。导电性矿物应力原电池引起压涛作用的发现,无疑对诸如构造地球化学、地电化学甚至湿法冶金等领域的有关研究具有重要意义。     

福建两个块状硫化物矿床中磁黄铁矿结构的研究

福建大田前锋梅仙块状硫化物矿床中六方磁黄铁矿中的单斜磁黄铁矿有两种交生态：受结晶方位控制的叶片状交生和受颗粒边界、裂隙控制的不规则状交生。着重由六方磁黄铁矿在冷却过程中出溶形成,而后者则是单斜磁黄铁矿交代六方磁黄铁矿的结果。叶片状交生体经历后期变形、变质后产生粗化和均一化,形成了楔形边、箱形、得杂叶片等结构。单斜磁黄铁矿在变形较弱的矿区保存较好,而在强烈部位消失殆尽,说明应力对磁黄铁矿的均一化效应     

Recent tectonic stress field research in Shanxi graben system

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Tertiary compressional structures on the Faroe–Rockall Plateau in relation to northeast Atlantic ridge-push and Alpine foreland stresses

A number of compressional anticlinal structures are identified in the western and northern part of the Faroe–Rockall Plateau. These structures occur on that part of the Faroe–Rockall Plateau which was above sea level during the latest phase of Paleocene plateau basalt extrusion. Three post-basalt compressional phases have affected the plateau. Most of the compressional structures in the northern part of the plateau are related to NE–SW- to ENE–WSW-oriented stress which we date to Late Paleocene–Early Eocene. The Oligocene phase is interpreted as resulting from N–S-directed compressional stress which also mainly affected the compressional structures on the northern part of the plateau. Compressional stress from the northwest seemed to affect the whole of the Faroe–Rockall Plateau and we suggest it to be of Miocene age. It is proposed that during the Late Paleocene–Early Eocene phase of compression local structure, and anomalously oriented gravitational ridge-push from the now extinct Aegir Axis contributed to a local NE–SW compressional stress system. The two later deformation phases were apparently connected to the regional northwest European stress system with small local modifications.     

Thermoelastic stress due to a rectangular heat source in a semi-infinite medium. Presentation of an analytical solution

The thermoelastic response due to a time-dependent rectangular heat source in a semi-infinite medium is analyzed. The problem originates from studies of nuclear waste repositories in rock. Canisters containing heat-emitting nuclear waste are deposited over a large rectangular area deep below the ground surface. The solution for a time-dependent heat source is obtained from the corresponding instantaneous heat source by superposition. The thermoelastic problem for the instantaneous rectangular heat source in a infinite surrounding is solved exactly. An important step is the introduction of so-called quadrantal heat sources. The solution for the rectangle is obtained from four quadrantal solutions. The solution for the quadrantal heat source depends on the three dimelasionless coordinates only. Time occurs in the scale factors only. The condition of zero normal and shear stresses at the ground surface is fulfilled by using a mirror heat source and a boundary solution. The boundary solution accounts for the residual normal stress at the ground surface. Using a Hertzian potential, a surprisingly simple solution is obtained. The final analytical solution is quite tractable considering the complexity of the initial problem. The solution may be used to test numerical models for coupled thermoelastic processes. It may also be used in more detailed numerical simulations of the process near the heat sources as boundary conditions to account for the three-dimensional global process.