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61.
62.
中主应力对饱和松砂不排水单调剪切特性的影响   总被引:7,自引:0,他引:7  
利用土工静力-动力液压-三轴扭转多功能剪切仪,针对相对密度为30 %的福建标准砂,在不排水条件下控制主应力方向、中主应力系数、平均主应力保持不变,进行了单调剪切试验。以此着重探讨了中主应力系数对相变有效内摩擦角、峰值有效内摩擦角及有效应力路径的影响。研究表明,中主应力系数对在不排水单调剪切条件下饱和松砂的强度参数具有显著的影响,而对有效应力路径及应力-应变关系发展模式影响较小。基于广义双剪强度准则,从理论上探讨了土的强度参数对于中主应力的依赖性,并与试验结果进行了对比。  相似文献   
63.
Abstract: The Mamut deposit of Sabah, East Malaysia, is a porphyry type Cu‐Au deposit genetically related to a quartz monzonite (“adamellite”) porphyry stock associated with upper Miocene Mount Kinabalu plutonism. The genesis of the Mamut deposit is discussed based on petrology of the intrusives in the Mount Kinabalu area combined with ore– and alteration–petrography, fluid inclusion and sulfur isotope studies. Groundmass of the adamellite porphyry at Mamut is rich in K which suggests vapor transport of alkaline elements during the mineralizing magmatic process, while the groundmass of the post‐ore “granodiorite” porphyry at Mamut contains small amounts of normative corundum suggesting depletion in alkaline elements at the root zone of the magma column. Sub‐dendritic tremolitic amphibole rims on hornblende phenocrysts in the Mamut adamellite porphyry suggest interaction between the mineralizing magma and the exsolved fluids. Occurrences of clinopyroxene microphenocrysts and pseudomor‐phic aggregates of shredded biotite and clinopyroxene after hornblende phenocrysts in the barren intrusives imply lower water fugacity and decreasing in water fugacity, respectively. Compositional gap between the core of hornblende phenocrysts and the tremolitic amphibole rims and those in the groundmass of the Mamut adamellite porphyry suggests a decrease in pressure. Higher XMg (=Mg/(Mg+Fe) atomic ratio) in the tremolitic amphibole rims in the Mamut adamellite porphyry compared to those of the barren intrusions suggests high oxygen fugacity. High halogen contents of igneous hydrous minerals such as amphiboles, biotite and apatite in the Mamut adamellite porphyry suggest the existence of highly saline fluids during the intrusion and solidification of the mineralizing magma. Fluid inclusions found in quartz veinlet stockworks are characterized by abundant hypersaline polyphase inclusions associated with subordinate amounts of immiscible gaseous vapor. Both Cu and Au are dispersed in disseminated and quartz stockwork ores. Chalcopyrite and pyrrhotite as well as magnetite are the principal ore minerals in the biotitized disseminated ores. Primary assemblage of intermediate solid solution (iss) and pyrrhotite converted to the present assemblage of chalcopyrite and pyrrhotite during cooling. Subsequent to biotitization, quartz veinlet stockworks formed associated with retrograde chlorite alteration. The Cu‐Fe sul–fides associated with stockwork quartz veinlet are chalcopyrite and pyrite. Overlapping Pb and Zn and subsequent Sb mineralizations were spatially controlled by NNE‐trending fractures accompanying the phyllic and advanced argillic alteration envelope. Sulfur isotopic composition of ore sulfides are homogeneous (about +2%) throughout the mineralization stages. These are identical to those of the magmatic sulfides of Mount Kinabalu adamellitic rocks.  相似文献   
64.
复杂应力状态下条形基础的临塑荷载公式   总被引:2,自引:0,他引:2  
周安楠  罗汀  姚仰平 《岩土力学》2004,25(10):1599-1602
莫尔-库仑强度准则的临塑荷载公式由于没有考虑中主应力在强度上的作用使计算结果偏于保守。利用具有线性形式的双剪应力强度准则替换原有的莫尔-库仑强度准则,将中主应力引入临塑荷载的计算中,推导出平面应变条件下考虑中主应力影响的临塑荷载公式,并通过算例说明了新临塑荷载公式的计算结果比原有公式有较大的偏高。  相似文献   
65.
甘肃南祁连党河南山中奥陶世火山岩的地球化学特征   总被引:7,自引:2,他引:5  
赵虹  党犇  王崇礼 《现代地质》2004,18(1):64-69
甘肃南祁连褶皱带党河南山地区中奥陶世火山岩的岩石学和微量元素、稀土元素的地球化学等研究证明,本区火山岩由基性火山岩和中性火山岩组成。其中,基性火山岩分属碱性玄武岩系列和拉斑玄武岩系列;而中性火山岩为一套钙碱性安山岩,二者均具有低钾、高钠的特点。这些火山岩的稀上元素配分曲线均属于轻稀土富集型,(w(La)/W(Yb))N=2.73~7777,(w(La)/w(Sm))N=1.43~3.21,(w(Gd)/w(Yb))N=1.01~1.92.明显地表现为轻稀土元素配分曲线陡倾,而重稀土元素配分曲线相对平坦的特征。微量元素配分曲线图表现为大离子亲石元素的富集和Nb、Ta、Zr、Hf及Ti不同程度的亏损。这些岩石学和地球化学的特征证明本区火山岩形成于岛弧环境。  相似文献   
66.
The discrete element method (DEM) is used to study the response of anisotropic rocks under true triaxial testing. Numerical samples of seven different bedding orientations (β = 0o, 15o, 30o, 45o, 60o, 75o, and 90o) are created. Six series of test simulations (σ3 = 0, 10, 30, 50, 70, and 100 MPa) are conducted on each sample, with five different σ2 values, varied from σ3 to σ1. The effects of anisotropy and intermediate stress on the peak strength, brittle-ductile transition, and degree of anisotropy are subsequently explained through underlying micromechanics. Results show a “fan-shaped” variation of the peak strength with σ2, displaying an ascending-then-descending trend. An increasing brittleness with σ2 is observed at lower confining pressures for all, but medium anisotropy angles. For higher confining pressures, increasing ductility with σ2 is seen for every anisotropy angle. A U-shaped variation of peak strength with anisotropy angles is noted that flattens under high intermediate stress. Hence, for numerical models of Posidonia shale under normalized σ2 higher than 0.76, the anisotropy effect is found to be negligible. Micromechanical analyses reveal that the stress asymmetry, suppression of weak plane action as well as the localization and coalescence of microcracks in the intact rock matrix, due to σ2, are the contributors towards the obtained trends. Since existing failure criteria do not weigh in these features in geotechnical assessments, this paper helps future studies by providing a deeper understanding of these effects and a comprehensive data set for the analyses of anisotropic rocks under polyaxial stress conditions.  相似文献   
67.
The 3 strongest earthquakes,M7.0, which have occurred since 1973 in the area of Greece were preceded by a specific increase of the earthquake activity in the lower magnitude range. This activation is depicted by algorithm M8. This algorithm of intermediate term earthquake prediction was originally designed for diagnosis by Times of Increased Probability (TIPs) of the strongest earthquake,M8.0 worldwide (Keilis-Borok andKossobokov, 1984). At present the algorithm is retrospectively tested for smaller magnitudes in different seismic regions (Keilis-Borok andKossobokov, 1986, 1988). A TIP refers to a time period of 5 years and an area whose linear size is proportional and several times larger than that of the incipient earthquake source. Altogether the TIPs diagnosed by the algorithm M8 in the area of Greece occupy less than 20% and the Times of Expectation (TEs) about 10% of the total space-time domain considered. Also there is a current TIP for the southeastern Aegean sea and 1988–1992. It may specify the long-term prediction given inWyss andBaer (1981a,b).The results of this study are further evidence favoring applicability of algorithm M8 in diverse seismotectonic environment and magnitude ranges and support indirectly the hypothesis of self-similarity of the earthquake activity. It also implies the possibility of intermediate term prediction of the strongest earthquakes in the area of Greece.  相似文献   
68.
激电中梯和激电测深在车辋铜铅多金属矿中的应用   总被引:2,自引:0,他引:2       下载免费PDF全文
激电中梯和激电测深是寻找铜铅多金属矿的有效地球物理手段之一,该文主要解析了这两种手段在苍山县车辋地区寻找铜铅多金属矿中的应用。通过在区内开展激电中梯和激电测深并进行数据解译,圈定激电异常靶区,并施工探槽、钻探等工程进行异常查证,最终发现了一处铜铅多金属矿。  相似文献   
69.
通过设置在刺参(Apostichopus japonicus Selenka)养殖池塘中的9个2 m3保苗网箱(2 m×1 m×1 m)进行现场实验,比较研究了波形网(CU)、地笼(地笼网CN+地笼板CP)、尼龙网片(NM)等3种类型附着基(共4种附着基材料)在投苗状态下表面附着生物的发生与演替,及其在刺参苗种中间培育过程中对刺参生长、存活和产量的影响。结果表明:不同附着基表面的附着生物群落具有相似的演替过程。地笼板(CP)上附着生物的干质量、无灰分干质量显著高于其他3种附着基材料(P0.05),而CU、CN和NM之间差异不显著(P0.05);4种附着基材料表面附着生物的叶绿素a含量表现为CUCPNMCN,且相互间差异显著(P0.05);参苗培育12周时,采用波形网附着基的网箱苗种产量显著高于地笼(P0.05),波形网成活率最高,且显著高于其他2种附着基(P0.05)。参苗培育17周后,采用波形网附着基的网箱,苗种产量显著高于地笼和尼龙网片(P0.05),波形网的苗种成活率和特定增长率显著高于尼龙网片(P0.05),地笼与其他两者之间差异不显著(P0.05)。上述结果显示,附着基类型对刺参中间培育过程中苗种产量、成活率、增长率有显著影响。通过对刺参保苗效果的综合分析,推荐采用波形网作为刺参室外池塘保苗的附着基。  相似文献   
70.
The deformation behavior and shear strength of soft marine clays subjected to wave or traffic loads are different from that in triaxial loading due to the changes of major principal stress direction β and intermediate principal stress coefficient b. To investigate the anisotropy affected by β and b in natural soft marine clay, a series of drained tests were conducted by hollow cylinder apparatus. The principal stress direction relative to vertical direction were maintained constant under an increasing shear stress, with fixed intermediate principal stress coefficient b. The influence of the b and β on anisotropy of typically Wenzhou intact clay is discussed. It was found that octahedral stress–strain relationships expressed anisotropy with different b and β. The friction angle and deviator stress ratio with different b and β were presented to provide guidance for engineering projects in the coastal zone.  相似文献   
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