准噶尔盆地基底火山岩中的辉石及其对盆地基底性质的示踪

根据钻井和航磁资料，准噶尔盆地基底可划分为西、北、南三区。3个地区火山岩中辉石的化学成分、种属名称各不相同。辉石化学成分反映出来的寄主岩的碱度、碱度演化趋势以及寄主岩形成的构造环境、构造环境演化史均各有差异，佐证了准噶尔盆地基底是由哈萨克斯坦板块东南缘、西伯利亚板块西南缘和塔里木板块北缘增生大陆拼合而成。其中西、北两区拼合较早，早石炭世末的早海西运动时抬升成陆；南区成陆较晚，晚古炭世末的晚海西运动使南区与西、北两区联合大陆对接，形成完整的准噶尔盆地海西褶皱基底。     

赣西北地区修水县联测图组1：5万区调主要进展与体会

本文重点总结赣西北地区修水县联测图１∶５万区调取得的主要进展与区调方法上的创新。其中，在中元古界双桥山群浅变质岩系中所识别、填绘出的近东西向紧闭同斜倒转褶皱，叠加近南北向开阔圆滑褶皱，在中小型陆相红盆中探索出的运用数理统计与沉积学研究相结合确定冲积扇体，并用扇体与岩性段双重方法予以图面表达以及第四纪研究成果等取得的重要进展。此外，就有关提高区调质量等问题浅谈其体会。     

Evolution of the Late Triassic Paleo-uplift in the Southwestern Upper Yangtze Region and its Tectonic SignificanceEI北大核心CSCD

Based on field geological survey and stratigraphic analysis, a Late Triassic Paleo-uplift is identified in the southwestern upper Yangtze region. The tectonic features, evolution history and tectonic significance of this paleo-uplift are discussed in detail in this paper. The results suggest that the hiatus of the Upper Triassic in the southwestern upper Yangtze region was resulted from the paleo-uplift that roughly parallel to the southwest margin of the upper Yangtze region. The formation of the paleo-uplift is related to the closure of the Jinshajiang-Ailaoshan-Songma-Babu and Ganzi-Litang Oceans and their subsequent collisional orogenesis along the southwest margin of the upper Yangtze region. The forebulges of the Youjiang and Chuxiong Foreland Basins were formed by the closure of the Jinshajiang-Ailaoshan-Songma-Babu Ocean, comprising the paleo-uplift at the end of the Early Triassic. Then the forebulge of the Xichang Foreland Basin was developed by the closure of the Ganzi-Litang Ocean in the Norian, and became a new part of the paleo-uplift. Owing to the termination of the Youjiang Foreland Basin at the end of the Rhaetian, the paleo-uplift was composed only of the forebulges of the Chuxiong and Xichang Foreland Basins. The discovery of the paleo-uplift will help us to better understand the prototype of the Sichuan Basin and the tectonic evolution of the southwestern upper Yangtze region during the Late Triassic. © 2017, Science Press. All right reserved.     

大陆裂谷作用的物理模拟

裂谷作用的物理模拟是研究大陆裂谷系统的几何结构与动力学机制之间关系的一种直观有效的手段。对正向裂谷作用、斜向裂谷作用以及两期作用先后叠加模拟过程中,断裂系统发育的特征进行了综述。目前这些实验结果已被用于解释天然裂谷的形式,并根据断层方向的统计分析推导伸展向量的大致方向。     

Investigating the swelling pressure of highly compacted bentonite/sand mixtures under constant-volume conditions

Acta Geotechnica - Compacted bentonite/sand mixtures are often considered as sealing/backfilling materials in deep geological disposal for radioactive waste. This study investigates the swelling...     

上海地区桥梁工程地质勘察与评价

本文通过总结多年来桥梁工程勘察的实践经验,针对上海地区的工程地质特点,建造桥梁对勘察的要求,对桥梁墩、台基础型式,基础持力层的选择,地基土特性,勘察方法,土工试验项目的确定,勘察报告的编写等作了分析,论述 。     

Physical and chemical changes of water in the deep interior of the Earth—Decrepitation-style mud-volcano-earthquake—A bright lamp to shed light on the mysteries of the deep interior of the Earth

The 2008-05-12 Wenchuan mud-volcano-earthquake was accompanied with eruption of a huge volume of gas and stone, revealing that earthquakes generally result from instant reverse phase explosion of supercritical water (SCW) at the supercritical point. In the deep parts of the crust and mantle there still exists a large amount of supercritical water equivalent in order of magnitude to that of the Earth’s hydrosphere. Soft fluids which exist in the MOHO at the top of the upper mantle are the so-called deep supercritical fluids (SCWD). Supercritical water (SCW) has n×10³ times strong capability to dissolve gas. Its viscosity is extremely low and its diffusivity is extremely strong. Therefore, it can naturally migrate toward a region with relatively negative pressure. In the steep break zone of the MOHO at the 57–65 km depth beneath the earthquake belt, due to mutation of overburden pressure, SCWD can automatically separate out CaSiO₃ and other inorganic salts, evolving into the SCW (H₂O-CO₂-CH₄O system. In going upwards to the 10–20-km depth of the crust SCW will be accumulated as an earthquake-pregnant reservoir in the broken terrain. The phase-transition heat of SCW is estimated at 606.62 kJ/kg and the reverse phasing kinetic energy is 2350.8 kJ/kg. When automatic exhaust at the time of decompression reaches the critical pressure (Pc), the instant explosion reverse phase will be normal-state air water. It will release a huge volume of energy and high-kinetic-energy gas which has been expanded by a factor of 1000, leading to the breaking of the country rocks overlying the earthquake-pregnant reservoir, thus giving rise to a Ms 8.0 earthquake. As a result, there were formed eruptive and air-driven (pneumatic) debris flows whose volumatric flow rate reaches n×10¹⁴ m³/s, and their force greatly exceeds the power of INT explosive of the same equivalent value.     

Biosorption of cadmium(II) from aqueous solution onto <Emphasis Type="Italic">Hydrilla verticillata</Emphasis>

Biosorption is an effective method to remove heavy metals from wastewater. In this work, the biosorption of Cd(II) onto Hydrilla verticillata was examined in aqueous solution with parameters of initial pH, adsorbent dosage, contact time, initial Cd(II) concentration, temperature, and co-existing ion. Linear Langmuir and Freundlich models were applied to describe the equilibrium isotherms, and both of the two models were fitted well. The monolayer adsorption capacity of Cd(II) was found to be 50 mg/g at pH 6 and 20°C. Dubinin–Radushkevich isotherm model was also applied to the equilibrium data. The mean free energy of adsorption (11.18 kJ/mol) indicated that the adsorption of Cd(II) onto H. verticillata might be carried out via chemical ion-exchange mechanism. Thermodynamic parameters, including free energy (∆G ⁰), enthalpy (∆H ⁰), and entropy (∆S ⁰) of adsorption, were also calculated. These results showed that the biosorption of Cd(II) onto H. verticillata was a feasible, spontaneous, and exothermic process in nature. Desorption experiments indicated that 0.01 mol/L EDTA and HNO₃ were efficient desorbents for the recovery of Cd(II) from biomass. IR spectrum analysis suggested that amido, hydroxyl, C=O and C–O could combine strongly with Cd(II). EDX spectrum analysis suggested that an ion exchange mechanism might be involved.     

Damage Constitutive and Failure Prediction of Artificial Single-Joint Sandstone Based on Acoustic Emission

The effect law of deformation and failure of a jointed rock mass is essential for underground engineering safety and stability evaluation. In order to study the evolution mechanism and precursory characteristics of instability and failure of jointed rock masses, uniaxial compression and acoustic emission (AE) tests are conducted on sandstones with different joint dip angles. To simulate the mechanical behavior of the rock, a jointed rock mass damage constitutive model with AE characteristic parameters is created based on damage mechanics theory and taking into account the effect of rock mass structure and load coupling. To quantify the mechanism of rock instability, a cusp catastrophe model with AE characteristic parameters is created based on catastrophe theory. The results indicate that when the joint dip angle increases from 0° to 90°, the failure mechanism of sandstone shifts from tensile to shear, with 45° being the critical failure mode. Sandstone's compressive strength reduces initially and subsequently increases, resulting in a U-shaped distribution. The developed damage constitutive model's theoretical curve closely matches the test curve, indicating that the model can reasonably describe the damage evolution of sandstone. The cusp catastrophe model has a high forecast accuracy, and when combined with the damage constitutive model, the prediction accuracy can be increased further. The research results can provide theoretical guidance for the safety and stability evaluation of underground engineering.