温度对煤系泥岩力学特征影响的试验研究

利用RMT-150B岩石力学试验系统和GD-65/150高低温环境箱,对经历不同温度后煤系泥岩的力学特性进行试验研究,分析不同温度下煤系泥岩的应力-应变全过程曲线、峰值应力、峰值应变、弹性模量、变形模量以及泊松比受温度的影响。研究结果表明,不同温度下泥岩的力学特性有差异。随温度的升高,其峰值应力、峰值应变有不同程度的降低,其峰值应力从25℃时的9.153 MPa下降到55℃时的8.271 MPa,降幅为9.6%;峰值应变从25℃时的11.002×10-3下降到55℃时的8.249×10-3,降幅达25.0%。弹性模量随温度的升高逐渐减小,变形模量随温度的升高而增大,泊松比随温度的升高逐渐减小,由此得到各参数变量随温度的变化关系。研究成果可为深井高温软岩巷道的围岩控制提供理论基础。     

嫩江组二段底部标志层岩石矿物学特征与成片套损因素新认识

大庆油田嫩江组二段底部与嫩江组一段顶部成片套损严重，从前一直认为泥岩吸水膨胀、蠕变是导致成片套损的主要因素。成片套损位置研究发现，嫩江组二段底部与嫩江组一段顶部成片套损实际集中于嫩江组二段底部标志层内，而嫩江组二段底部标志层岩石矿物学特征综合研究结果表明，其不含遇水膨胀的蒙脱石，且粘土矿物含量也低于其上下相邻岩石，表明其遇水膨胀与蠕变较弱，岩石遇水膨胀与蠕变不会构成成片套损的主要原因。嫩江组二段底部标志层岩石岩心观察描述、镜下鉴定、矿物成分综合测试和岩石强度性质研究发现，嫩江组二段底部标志层泥岩为富含长英质的质地坚硬岩石，含粘土矿物较少，不含蒙脱石，岩石吸水能力差、膨胀与蠕变能力弱；标志层中存在多个化石富集带，化石沿岩石层理分布形成沿层理方向的区域性力学薄弱面；沿化石层层理的抗张强度与抗剪强度远低于其他层位和垂直于层理方向的强度性质。因此，一旦注入水进入嫩江组二段底部标志层，富含化石的岩石沿岩石层理优先发生破坏，并迅速扩展，形成成片套损现象。     

Mineral chemistry,crystallization conditions and magma mixing‐mingling at Orduzu volcano (Malatya), Eastern Anatolia,Turkey

The Middle Miocene Orduzu volcanic suite, which is a part of the widespread Neogene Yamadağ volcanism of Eastern Anatolia, consists of a rhyolitic lava flow, rhyolitic dykes, a trachyandesitic lava flow and basaltic trachyandesitic dykes. Existence of mafic enclaves and globules in some of the volcanic rocks, and microtextures in phenocrysts indicate that magma mingling and mixing between andesitic and basaltic melts played an important role in the evolution of the volcanic suite. Major and trace element characteristics of the volcanic rocks are similar to those formed in convergent margin settings. In particular, incompatible trace element patterns exhibit large depletions in high field strength elements (Nb and Ta) and strong enrichments in both large ion lithofile elements (Ba, Th and U) and light rare earth elements, indicating a strong subduction signature in the source of the volcanic rocks. Furthermore, petrochemical data obtained suggest that parental magmas of rhyolite lava and dykes, and trachyandesite lava and basaltic trachyandesite dykes were derived from subduction‐related enriched lithospheric mantle and metasomatized mantle (± asthenosphere), respectively. A detailed mineralogical study of the volcanic suite shows that plagioclase is the principal phenocryst phase in all of the rock units from the Orduzu volcano. The plagioclase phenocrysts are accompanied by quartz in the rhyolitic lava flows and by two pyroxenes in the trachyandesitic lava flows and basaltic trachyandesitic dykes. Oxide phases in all rocks are magnetite and ilmenite. Calculated crystallization temperatures range from 650°C to 800°C for plagioclase, 745°C–1054°C for biotite, 888°C–915°C for pyroxene and 736°C–841°C for magnetite–ilmenite pairs. Calculated crystallization pressures of pyroxenes vary between 1.24–5.81 kb, and oxygen fugacity range from −14.47 to −12.39. The estimates of magmatic intensive parameters indicate that the initial magma forming the Orduzu volcanic unit began to crystallize in a high‐level magma chamber and then was stored in a shallow reservoir where it underwent intermediate‐mafic mixing. The rhyolitic lava flow and dykes evolved in relatively shallower crustal magma chambers. Copyright © 2007 John Wiley & Sons, Ltd.     

岩体工程质量分级应用研究

岩体质量评价采用的测试技术包括地质勘察、弹性波检测和室内岩石力学试验。结合水布垭水利枢纽大坝建基岩体工程质量评价实例,对岩体工程质量分级的应用进行了研究。     

福建紫金山铜金矿床成矿流体演化数值模拟——混合和沸腾过程研究

利用ＣＨＩＬＬＥＲ软件模拟了紫金山铜金矿床主矿化阶段成矿流体的混合和局部减压等焓沸腾过程，模拟结果显示矿化具有低的ＨＳ＾－和Ｃａ＾２＋浓度，高的Ａｓ含量。在混全和沸腾过程中，随着温度和压力的降低，ｐＨ值和ｆＯ２逐渐降低，这是些金山铜金矿成矿流体的重要特征。     

卸荷-增孔压条件下花岗岩残积土的力学特性

建（构）筑物因土中孔隙水压力升高而失稳破坏的情形屡见不鲜,常剪应力增孔压试验是相关研究的常用手段,但迄今鲜见考虑施工期开挖卸荷影响的试验研究。为探究初始卸荷对花岗岩残积土增孔压过程力学行为的影响,在常规增孔压试验中增加了初始卸荷阶段,开展了一系列考虑初始卸荷程度和卸荷滞时影响的卸荷-增孔压试验,分析土体变形、屈服和强度特性的初始卸荷效应与卸荷滞时效应,并与常规增孔压试验结果对比以揭示初始应力路径的影响。试验结果表明：增孔压过程的变形发展具有明显的阶段性,土体屈服后因其剪胀潜势和变形迅速而产生负超静孔压增量,有效平均应力转而增大;初始卸荷对增孔压过程土体力学性能具有明显的劣化作用,表现为刚度与屈服强度均随初始卸荷程度的增大而衰减;与被动压缩这种“加荷”式应力路径相比,初始卸荷的不利影响更为显著;土体力学性能的劣化随卸荷滞时的增长而加剧;屈服摩擦角随初始卸荷程度的增大逐渐减小,但始终大于临界状态摩擦角。     

Sediment-activation depth values for gentle and steep beaches

This paper analyzes methods and terminologies used in literature for the determination and characterization of vertical distribution of sediment-activation depth, which is bottom sediment layer affected by hydrodynamic processes. Studies on this topic include assessments carried out during short time spans, from minutes to few hours or longer periods, from a tidal cycle to several days. In the first case, activation is generally named “mixing depth” and is calculated by evaluating vertical distribution of fluorescent tracers. In the second case, it is referred to as “disturbance depth” and is generally evaluated using plugs of marked sand and rods, or rods with a loose-fitting washer. Vertical cross and longshore distribution of mixing and disturbance depth values, recorded in different works with different techniques, were also analyzed highlighting the conceptual differences between used methods and obtained results. In a further step, a data set from literature on this topic was gathered to obtain new formulations between disturbance depth and beach and wave characteristics as well as morphodynamic beach state, expressed throughout the surf scaling parameter and the surf similarity index. Good linear regressions were observed between these variables, obtaining expressions that can be easily used in a wide range of beach states, from dissipative and intermediate to reflective ones.     

Biogeochemical patterns in the Atlantic Inflow through the Strait of Gibraltar

The effects of tidal forcing on the biogeochemical patterns of surface water masses flowing through the Strait of Gibraltar are studied by monitoring the Atlantic Inflow (AI) during both spring and neap tides. Three main phenomena are defined depending on the strength of the outflowing phase predicted over the Camarinal Sill: non-wave events (a very frequent phenomenon during the whole year); type I Internal wave events (a very energetic event, occurring during spring tides); and type II Internal wave events (less intense, occurring during neap tides).During neap tides, a non-wave event comprising oligotrophic open-ocean water from the Gulf of Cádiz is the most frequent and clearly dominant flow through the Strait. In this tidal condition, the inflow of North Atlantic Central Water (NACW) provides the main nutrient input to the surface layer of the Alboran Sea, supplying almost 70% of total annual nitrate transport to the Mediterranean basin. A low percentage of active and large phytoplankton cells and low average concentrations of chlorophyll (0.3–0.4 mg m⁻³) are found in this tidal phase. Around 50% of total annual phytoplankton biomass transport into the Mediterranean Sea through the Strait presents these oligotrophic characteristics.In contrast, during spring tides, patches of water with high chlorophyll levels (0.7–1 mg m⁻³) arrive intermittently, and these are recorded concurrently with the passage of internal waves coming from the Camarinal Sill (type I internal wave events). When large internal waves are arrested over the Camarinal Sill this implies strong interfacial mixing and the probable concurrent injection of coastal waters into the main channel of the Strait. These processes result in a mixed water column in the AI and can account for around 30% of total annual nitrate transport into the Mediterranean basin. Associated with type I internal wave events there is a regular inflow of large and active phytoplankton cells, transported in waters with relatively high nutrient concentrations, which constitutes a significant supply of planktonic resources to the pelagic ecosystem of the Alboran Sea (almost 30% of total annual phytoplankton biomass transport).     

陕西宝鸡市三趾马红土工程地质特性及灾害效应

陕西宝鸡市渭河北岸地区厚层黄土底部普遍存在一套三趾马红土,其物理力学特性控制着滑坡灾害的发生。通过试验分析发现：①三趾马红土粘粒含量高（一般在37%~55%之间）、蒙脱石或伊利石/蒙脱石类膨胀性粘土矿物含量大（相对含量55%~75%,绝对含量21.99%~33.98%）、有效蒙脱石含量为18.61%~27.56%,比表面积平均值为204.7m2/g,最高达262.9m2/g,属于膨胀性粘土,物理化学活性强;②三趾马红土微裂隙发育、胶结程度差、易崩解,天然状态下为坚硬粘土,饱水后呈现可塑—软塑态,具显著膨胀性;③三趾马红土的天然强度相对较高,而遇水饱和后,粘聚力和内摩擦角明显降低,峰值强度和残余剪强度降幅在47%~63％之间。因此,三趾马红土在地下水作用下强度显著降低,成为高陡斜坡中的软弱地层,形成剪切带,控制着渭北黄土塬边地区滑坡的发育与分布。     

机械卡盘设计中的计算误差分析与应用

通过对普通机构二维力因素影响的分析，利用修正公式计算求值，以修正单因素影响最大值计算所产生的误差。利用这一计算方法，对CD—3型钻机卡盘进行了计算，得到了正确的设计结果，说明用修正公式对多因素影响采用单因素影响最大值计算进行修正是可行的。