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81.
82.
琼西抱板群变质沉积岩地球化学研究 总被引:15,自引:1,他引:15
琼西中元古代抱板群变质沉积岩可分为白云母石英片岩组和石英二云母片岩组,其原岩为砂岩质泥质沉积岩夹火山物质。白云母石英片岩组和石英二云母片岩组在地球化学成分上的差异是原始沉积化学分异作用的结果。对主元素、微量元素(含稀土元素)及Sm-Nd同位素的综合研究表明,海南岛存在古元古代或更早的古老基底,抱板群变质沉积岩一部分来源于成熟度较低的古老地壳物质,另一部分来源于含地幔火山物质较多的初生地壳,或与研究区大规模造山运动、构造-岩浆活动所伴生的地幔物质加入有关。初步研究显示,琼西抱板群变质沉积岩可能是造山带岛弧和活动大陆边缘区(扩张弧后或弧间盆地)大地构造环境下的沉积产物。 相似文献
83.
河北矾山燕山期侵入岩地球化学特征及成因 总被引:8,自引:0,他引:8
河北矾山地区燕山期侵入岩可分为早、晚两期。早期(中侏罗世-晚侏罗世)侵入岩主要由二长闪长岩、石英二长闪长岩、石英二长岩、正长岩构成,以高钾钙碱性岩系列岩石为主;SiO2=53.58%-60.57%,Al2O3=16.16%-17.23%,Na2O K2O=5.76%-8.96%,K2O=2.25%-4.55%,Na2O/K2O=1.14-1.56;ACNK=0.72-0.86,NKA=0.47-0.77;Eu^*/Eu=0.80-0.95,轻稀土富集,重稀土和Nb、Ta、Hf、Ti亏损,相对低Zr、Rb和Rb/Sr,但高Sr和Sr/Y,具有埃达史质岩石质岩石的部分特征。晚期(白垩纪)侵入岩由碱长石英正长岩、石英正长岩、石英二长岩、碱工花岗岩、钾长花岗岩构成,以钾玄岩系列岩石为主;比早期岩石富SiO2,低Al2O3、富Na2O K2O和K2O,但低Na2O/K2O;ACNK=0.82-1.07,NKA=0.77-0.92;Eu^*/Eu=0.65-1.00,轻稀土富集,重稀土和Nb、Ta、Hf、Ti亏损,相对高Zr、Rb和Rb/Sr,但低Sr和Sr/Y。矾山地区早期侵入岩的形成可能与伊泽奈崎(Izanaqi)板块向欧亚大陆板块的俯冲所导致的挤压增厚有关;晚期侵入岩可能形成于拉张环境中。 相似文献
84.
85.
The application of variations in the earth's gravity in groundwater exploration on a regional scale, especially in sedimentary
basins, metamorphic terrains, valley fills, and for buried alluvial channels, is well established. However, its use in hard
crystalline rocks is little known. In granite, for example, the upper weathered layer is a potential primary aquifer, and
the underlying fractured rock can form a secondary aquifer. Fracturing and weathering increases the porosity of a rock, thereby
reducing the bulk density. Changes in gravity anomalies of 0.1–0.7 mGal for granites, due to weathering or variations in lithology,
can be detected.
To test the use of gravity as a groundwater exploration tool for crystalline rocks, a gravity survey of the peninsular shield
granites underlying Osmania University Campus, Hyderabad, India, was undertaken. At the site, gravity anomalies reflect variations
in the lithology and in the thickness of weathered zones. These anomalies also define the position of intrusives and lineaments.
Areas of more deeply weathered granite that contain wells of higher groundwater yield are represented by negative gravity
values. In the weathered zone, well yield has an inverse relation to the magnitudes of residual gravity. The study confirms
the feasibility of gravity as a tool for groundwater exploration in crystalline rocks.
Electronic Publication 相似文献
86.
About 30 samples representing major lithologies of Sulu ultrahigh-pressure (UHP) metamorphic rocks were collected from surface exposures and exploration wells, and compressional (Vp) and shear wave (Vs) velocities and their directional dependence (anisotropy) were determined over a range of constant confining pressures up to 600 MPa and temperatures ranging from 20 to 600 °C. Samples range in composition from acidic to ultramafic. P- and S-wave velocities measured at 600 MPa vary from 5.08 to 8.64 km/s and 2.34 to 4.93 km/s, respectively. Densities are in the range from 2.60 to 3.68 g/cm3. To make a direct tie between seismic measurements (refraction and reflection) and subsurface lithologies, the experimental velocity data (corresponding to shallow depths) were used to calculate velocity profiles for the different lithologies and profiles of reflection coefficients at possible lithologic interfaces across the projected 5000-m Chinese Continental Scientific Drilling Program (CCSD) crustal segment. Comparison of calculated in situ velocities with respective intrinsic velocities suggests that the in situ velocities at shallow depths are lowered by an increased abundance of open microcracks. The strongly reflective zone beneath the Donghai drill site can be explained by the impedance contrasts between the different lithologies. Contacts between eclogite/peridotite and felsic rocks (gt-gneiss, granitic gneiss), in particular, may give rise to strong seismic reflections. In addition, shear-induced (lattice preferred orientation (LPO)-related) seismic anisotropy can increase reflectivity. For the explanation of the high velocity bodies (>6.4 km/s) around 1000 m and below 3200-m depth, large proportions of eclogite/peridotite (about 40 and 30 vol.%, respectively) are needed. 相似文献
87.
Giant landslides are significant hazards associated with many active volcanic edifices. We describe a similar feature on ancient (>4 Ma) volcanic deposits subject to active tectonism. The landslide is approximately 3 km long by 1 km wide, with an estimated depth of 400 m. Side margins are straight and parallel, mimicking regional structure; narrow valleys incised down these margins provide low-strength side-release surfaces. Between these is a giant slump consisting of at least four, largely intact, discrete blocks that have moved down-dip a distance of >500 m. A series of flows with areal extents ranging from 0.01 to 0.5 km2 extends from the front of the failure. The materials represent an eroded sequence of andesite flows on the flanks of a stratovolcano. These have undergone two phases of hydrothermal alteration, and are deeply weathered to low-density (1040±80 kg m−3) silt (59%) and clay (35%) materials with strength properties typical of weathered silts (c=26±3 kN m−2; φ=42±8°). The size and location of this landslide preclude detailed geotechnical investigation of the failure. The worth of numerical stability analysis as an alternative technique in assessing the nature of the failure and hence the risk it poses to nearby communities is investigated. Sensitivity analysis identified likely conditions under which initial failure may have occurred: analyses for sensitivity to strength and earthquake acceleration needed conversion to critical combinations (F=1.0) of water table and strength/acceleration to remove the overriding influence of water table fluctuations. Failure was likely initiated either by a high water table level (83-84%), or some combination of intensity VII-IX earthquake waves together with water table heights of 40-80%. A general hazard assessment indicates that the risk associated with creep and catastrophic failure of the main mass is small, whereas the risk from flow failures near the toe of the landslide may be high. Important parameters (hydrological regime, flow failure morphology, age of initiation, and rates of movement) requiring closer investigation are identified. Development of a model is crucial to assessing the hazard associated with a feature such as that described here. With limited resources, a detailed stability analysis is a powerful tool as an initial stage in hazard analysis. 相似文献
88.
Three Alkali-Rich Intrusive Rock Belts Newly Discovered in the Mt. Kunlun-Mt. Altun Region, Xinjiang, China 总被引:1,自引:0,他引:1
The newly discovered three alkali-rich intrusive rock belts in the Mt. Kunlun Mt.Altun region of southern Xinjiang are the Lapeiquan-Yitunbulak alkali-rich intrusive rock belt,the Gez-Taxkorgan alkali-rich intrusive rock belt and the Beilisai-Abulash alkali-rich intrusive rock belt. The former two belts were formed during the Yanshanian period, and the third one was formed during the Himalayan period, which is the youngest alkali-rich intrusive rock belt in China. The discovery of the alkali-rich intrusive rock belts is of great significance in shedding light on the history of tectono-magmatic activities in this region. 相似文献
89.
在MTS伺服压机上对不同饱和状态的砂岩、大理岩标本进行了垂直层理和平行层理两个方向的正弦波加载试验,研究了饱和岩石的各向异性及非线性黏弹性行为. 在最大载荷低于岩石的屈服点时,获得的衰减、杨氏模量、泊松比、波速都表现出显著的各向异性,同时它们还具有较明显的应变振幅效应和频率效应. 随着应变振幅的增大,衰减近似呈线性增长,杨氏模量和泊松比近似呈线性下降. 在0.005-4Hz频段内除衰减不明显依赖频率以外,杨氏模量、泊松比、波速对频率的依赖性都较强; 当频段扩大到15Hz时,这4个参数都表现出较强的频率效应. 饱和岩石的衰减、杨氏模量、泊松比、波速均随饱和液体的黏滞系数增大而增大. 相似文献
90.
岩石圈流变机制的确定及影响岩石圈流变强度的因素 总被引:20,自引:2,他引:20
讨论了确定岩石圈流变强度中存在的问题,根据Byerlee定律,给出了在Anderson断层系统下三种断层的摩擦滑动强度公式,利用小标本实验结果外推,用大标本实验结果作约束,得到岩石圈几种典型岩石的脆性破裂规律,利用上述结果和传统的方法,分别得到了鄂尔多斯和山西裂谷两个典型地区的流变强度随深度的变化。结果表明,以往的计算对岩石圈流变强度的估计过高,对脆性形变区估计不足,流变机制估计不对;岩石圈有力学分层的特性,但各地分层的深度范围不同,使得成层和力学作用变得复杂,讨论了水、应变率以及多相矿物对流变强度的影响。 相似文献