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本文介绍渤海辽东湾实验区AI平台丛式定向井最后钻完的3口侧钻绕障井。在有邻井和本井套管磁干扰情况下,特别是与邻井间距最小仅为0.6m,采用陀螺定向侧钻以及导向钻井技术相结合,安全顺利的钻完了这3口井。总结和介绍了侧钻、防碰的工艺特声,以及安全措施。研究和分析了使用陀螺定向侧钻,钻速与造斜率,井眼轨迹合理控制等问题。  相似文献   
104.
湖南境内沿倾向发育较深的脉状矿床的地质特征及规律   总被引:4,自引:0,他引:4  
黄镜友 《湖南地质》1995,14(1):44-48
湖南省境内有些脉状矿床,沿倾向延伸的长度为水平长度的数倍,而且还有侧伏规律。若脉状矿床发育于缓倾角的断层带上时,矿脉往往受断层上盘板岩、断层带上的泥质的或硅质的断层胶结物所控制,矿脉则发育于其下面;若矿脉发育于高角度的断裂裂隙中时,则矿脉往往是相互平行的多条,且呈雁行排列。这些特点和规律,对地质勘查具有指导意义。  相似文献   
105.
新城-黄陂走滑韧性剪切带的动力分异作用   总被引:2,自引:0,他引:2  
本文通过对新城-黄陂断裂带中合河-殷店右行走滑韧性剪切带内糜棱岩类岩石化学成分、稀土元素及微量元素随Ss-Sc夹角和古差异应力(△δ)的变化梯度的研究,初步探讨了右行走滑韧性剪切带的动力分异作用。  相似文献   
106.
对穿时普遍性的解释   总被引:1,自引:0,他引:1  
穿时是沉积地层的基本属性,其根本原因是地层的形成作用,即沉积作用本身。有沉积作用就有穿时(侧向加积);或者小范围内不穿时但大范围内必穿时(纵向加积)。海水进退只能影响穿时的具体形式而不是穿时的本质原因或必要条件。板块的运移和增生不仅造成了沉积地层的穿时,还造成了火山地层的穿时。这种穿时与沉积作用直接引起的穿时有本质不同,本文称之为构造穿时。  相似文献   
107.
I. INTRODUCTIONA discharge of 100--200 m3 / s is needed to be diverted from a tidal reach and utilized as cooling water for a Droposed power plant in the Yangtze Estuary. The diversionchannel is divided into two parts by a levee along the river bank, an open channel stretchinside the levee is connected with a trench dredged on the floodplain, as shown in Pig. 1.Since the flow and sediment regimes in these two stretches are different, analysis is madeseparately for each of them.11. ESTI…  相似文献   
108.
LingYun  Chiao 《Island Arc》1993,2(2):94-103
Abstract Focal mechanisms of intermediate-depth earthquakes within the subducted Ryukyu slab indicate a systematic pattern of down-dip extension in the northern part under Kyushu. These mechanisms switch rapidly around the Tokara channel to down-dip compression in the southern part toward Taiwan. This intriguing pattern of strain segmentation, together with the differences between the slab geometry of the northern and southern parts, has raised the question of whether stress segmentation, as defined possibly by a tear fault, might exist in the slab. However the Ryukyu trench has a concave oceanward shape in the northern segment while it is convex in the southern oceanward part toward Taiwan. The inflection zone is located around the Tokara channel. The concept of Gaussian curvature of a curved surface suggests that the along-arc variation of the geometric configuration of a subducted slab is related to the shape of the trench. This is in order to accommodate the lateral membrane deformation of the slab as the oceanic lithosphere subducts from a spherical shell to the geometry delineated by the Wadati-Benioff zone. The membrane deformation regime of the subducted Ryukyu slab and its relation with the trench geometry was examined by assuming that the subduction be modelled by the flow field of a thin viscous sheet. A projection operator was utilized to compute the membrane strain-rate tensor of an arbitrary non-Euclidean surface. Numerical experiments indicated that the northern segment of the slab was dominated by lateral compression and down-dip extension and the southern part by lateral extension and down-dip compression. This transition is sharply located near the Tokara channel. These patterns were compatible with what had been observed from studies of focal mechanisms, suggesting that the strain segmentation might be controlled, at least in part, by the lateral membrane deformation within the slab due to the trench shape in this subduction zone. The slab geometry was predicted by minimizing the integrated total dissipation power; this revealed distinct features that were consistent with observations. This implies that the slab geometry may also be affected by the membrane deformation in a systematic fashion.  相似文献   
109.
本文提供了一个事实:同纬度不同经度台站的S_q曲线可以有很大的差异。对拉萨台的S_q异常作了一些初步的、定性的分析与解释。对八丈台的S_q异常则认为难以解释,值得深入研究。  相似文献   
110.
Lateral load pattern in pushover analysis   总被引:9,自引:2,他引:7  
The seismic capacity curves of three types of buildings including frame, frame-shear wall and shear wall obtained by pushover analysis under different lateral load patterns are compared with those from nonlinear time history analysis. Based on the numerical results obtained a two-phase load pattern; an inverted triangle (first mode) load pattern until the base shear force reachesβ times its maximum value, Vmax, followed by a (x/H)α form, hereβ and α being some coefficients depending on the type of the structures considered, is proposed in the paper, which can provide excellent approximation of the seismic capacity curve for low-to-mid-rise shear type buildings. Furthermore, it is shown both the two-phase load pattern proposed and the invariant uniform pattern can be used for low-to-mid-rise shear-bending type and low-rise bending type of buildings. No suitable load patterns have been found for high-rise buildings.  相似文献   
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