Influence of single flaw on the failure process and energy mechanics of rock-like material

This paper investigates the influence of a flaw on crack initiation, the failure mode, deformation field and energy mechanism of the rock-like material under uniaxial compression. The results of laboratory test and numerical simulation demonstrate the flaw inclination effect can be classified into three groups: 0–30°, 30–60° and 75–90°. The characteristic stresses increase as the flaw angle increases. The tensile cracks initiate from gentle flaws (α ⩽ 30°) and shear cracks appear at tips of steep flaws (α ⩾ 45°). The input energy, strain energy and dissipation energy of a specimen show approximate increasing trends as the flaw angle increases.     

灵山岛早白垩世软沉积物变形构造触发机制及其古环境意义探讨

灵山岛早白垩灵山岛组发育丰富的软沉积物变形构造。野外踏勘船厂、灯塔和千层崖三个剖面,根据沉积外观可分为变形层段和非变形层段两个部分。软沉积物变形构造在变形层段和非变形层段均有发育。其中,变形层段中可见褶皱变形、变形层理及大型负载构造。非变形层段可见火焰构造、同沉积布丁构造和同沉积微断层。研究发现,变形层段软沉积物变形构造尺度大(厚度可至十多米,长度可至数百米),侧向连续性好;非变形层段软沉积物变形构造尺度小(厚度仅几个厘米),侧向连续性差。且变形层段和未变形层段厚度统计数据表明,变形层段软沉积物变形构造与砂岩厚度无必然联系,而非变形层段软沉积物变形构造多出现在粒序砂岩层底部或旋回砂岩层变厚过程中。沉积环境表明,非变形层段和变形层段为一深水低角度斜坡沉积产物。软沉积物变形构造发育形态和数量受到斜坡地形的控制。结合沉积环境及沉积特征分析,认为变形层段软沉积物变形构造触发机制为地震,而非变形层段软沉积物变形构造触发机制为负载作用。锆石测年数据表明灵山岛组与上覆流纹岩沉积时间相近,因此地震活动可能与岩浆侵入或早期火山喷发活动相关。此外,汇总早白垩世重要事件,发现灵山岛组沉积、变冷事件、恐龙迁移、海平面变化和同位素偏移具有时间一致性,因此推断这些事件可能共同对应了早白垩世一次与火山活动相关的短期灾难性事件(如早白垩世缺氧事件)。     

兰州九州重塑黄土的抗拉变形破坏机理

通过对不同干密度及含水量的重塑黄土进行室内抗拉强度试验,探究轴向压裂法致使试样破坏的机理及一般规律。结果表明,黄土的抗拉变形破坏可分为4种类型：I类,高干密度低含水量（干密度大于1.65 g·cm^-3,含水量小于15%）,抗拉强度介于8~12 kPa;Ⅱ类,低干密度低含水量（干密度小于1.60 g·cm^-3,含水量小于15%）,抗拉强度介于4~8 kPa;Ⅲ类,高干密度高含水量（干密度大于1.65 g·cm^-3,含水量大于17%）,抗拉强度介于4~8 kPa;IV类,低干密度高含水量（干密度小于1.60 g·cm^-3,含水量大于17%）,抗拉强度介于3~4 kPa。I类、Ⅱ类破坏类型属于脆性破坏,Ⅲ类、IV类属于塑性破坏。重塑黄土抵抗变形最弱的含水量为15%。通过对比分析黄土、普通黄黏土、红黏土及膨胀土的抗拉强度发现,在最优含水量处,不同干密度下黄土的抗拉强度均最小。黏性土的持水能力远超过黄土。黏土及膨胀土的抗拉强度均在最优含水量处达到最大值,而黄土的抗拉强度随着含水量的增加持续减小。研究结果对黄土强度特性的理解具有一定的参考意义。     

棘爪机构伸缩式钻孔水力开采装置的设计与试验

钻孔水力采矿由于安全系数高、工程效益和生态环境保护好等优点在国外一直被研究和使用。我国相关的科研院所也正在开展研究。本文在分析研究国外钻孔水力开采装置的基础上,研制了具有自主知识产权的棘爪机构伸缩式钻孔水力开采装置。该装置利用机械式伸缩水枪的方式扩大水力开采矿层的范围,创新性地采用棘爪机构固定水枪的伸出角度,从而提高单孔开采量,降低开采成本。初步野外实验结果表明,该装置结构设计合理、工作可靠性高,可有效进行开采,达到了预期的目标。     

Characteristics of Ore-controlling Structures and Ore Emplacement Mechanism in the Shihu Gold Deposit,Hebei Province - A Case Study of the No.101 VeinEI北大核心CSCD

The Shihu gold deposit lies in the middle-northern Taihang Mountains and is strictly controlled by faults. The ore-controlling structures in the mining district are not well-documented. Detailed field observation and laboratory investigation of the No.101 vein indicated that the ore-controlling structures of the Shihu gold deposit are the pre-Mesozoic shear joints with SN and NW strike that reactivated during the Yanshanian emerged from. The NNW-SSE left-strike-slip stresses during the main mineralization stage led to the dilation of the NW-strike structural segments along the roof and footwall of the early quartz diorite porphyrite veins, which contributed to the extensive wall-rock alteration, intensive gold mineralization and occur as quartz-vein type ores, and consequently the formation of rich ore pillars. On the contrary, the SN-strike compressive structures correspond to the weak wall-rock alteration and gold mineralization and occur as altered-rock type ores. All the rich ore pillars laterally distributed with high-angle (70°±), and wholly pitched southward with 40° angle. According to the structural ore-controlling regularities, the location between the No.47 and the No.61 exploratory line with elevation below 150 m is an excellent ore-prospecting area. Our prospecting proposal based on the ore-controlling structural analyses in the study area has been proven by the underground works in the Shihu gold deposit. © 2017, Science Press. All right reserved.     

岩溶矿床疏干区地下水位恢复对岩溶塌陷作用机制的研究——以湖南宁乡大成桥为例

截止2016年底,大成桥疏干区在地下水位恢复过程中共发生了17起岩溶塌陷,文章结合地下水动态监测、水文地质钻探成果以及现场调查资料等,研究地下水恢复特征及其对岩溶塌陷的作用机制,为研究区塌陷的预警防治提供科学依据。结果表明:研究区岩溶塌陷集中在河流两岸阶地和麻枣冲沟中;岩溶塌陷发生顺序为先补给区后径流区,与地下水恢复动态过程密切相关;区内地下水恢复过程可分为4个阶段,不同阶段岩溶塌陷机理可分为渗流潜蚀-气爆效应,负压吸蚀效应,软化增荷-挤压-吸蚀效应和软化-崩解效应等4种力学效应组合,不同力学效应作用下的致塌模式有所不同。其中地下水位在基岩面附近4~5 m范围波动更容易引发岩溶塌陷。目前补给区地下水位标高63.95~71.8 m,高于基岩面5~6 m;径流区为42.8~57.7 m,位于基岩面以下4~17 m,因此须密切观测研究区地下水位变化。      

Review of Deep-Penetrating Geochemical Exploration Methods

It is a worldwide challenge to explore the deeply buried deposits. Deep-penetrating geochemical exploration methods were developed to solve the problems of how to get the information of the buried deposits in the covered layer. The methods were successfully used to indicate some buried deposits, but not all kinds of deposits. What is more, a method cannot be used in all kinds of landscapes. In this paper, theories and case studies of deep-penetrating geochemical exploration methods, including mobile metal ions, enzyme leach, leaching of mobile forms of metals in overburden, electro-geochemical extraction method, biogeochemical exploration, nano-metal in geogas were reviewed. Elements migration, unloading mechanism and anomaly models are the most important parts for deep-penetrating geochemistry and need to be further investigated. From the perspective of economic efficiency and applicability, sampling and analyzing procedures should be simplified to improve the stability of all methods.     

贵德盆地热结构及地热成因机制

贵德盆地位于青藏高原东北缘黄河谷地之中, 四周环山, 为新生代断陷盆地, 地貌单元位于青藏块体, 地处祁连、昆仑和秦岭三大褶皱系交汇地带; 新构造活动强烈, 发育一系列NWW向、NW向及NNW向断裂, 为区内高温地热系统提供了较好的地热地质条件。区内地热显示类型多样, 水热活动剧烈, 尤其是盆地西部的扎仓寺热田, 水温高达 93℃, 蕴藏着丰富的地热资源。但是由于客观条件限制, 区内地热资源的开发利用及相关研究尚有不足之处。     

济南白泉泉群形成机理研究

白泉泉群位于济南市历城区,有花泉、柳叶泉等20余处。20世纪五六十年代,因泉群四溢,形成一片开阔水域,泉群周围稻香四飘,荷塘遍地,因其独特的出露方式,在济南众多泉水中具有十分重要的地位。白泉泉域是一个相对独立的水文地质单元,南部以地表分水岭为界;北部以石炭、二叠系与岩浆岩接触带为界;东、西边界分别为相对阻水的文祖断裂和东坞断裂,总面积为783.48 km2。其南部山区大面积的寒武-奥陶纪石灰岩,大气降水在此入渗并向北径流,在王舍人、济钢附近遇到石炭、二叠系和岩浆岩体阻隔,在第四系薄弱处涌出地表。该文以前人所做的大量地质、水文地质工作为基础,从地貌、地层、构造、补给等条件入手深入分析研究了济南白泉泉群的形成机理,从而为白泉泉群的保护提供科学的地质依据。     

沿河县上覆第四系堆积物下伏泥岩类型滑坡失稳机制分析

建立小寨滑坡水文地质模型,模拟其在不同降雨条件下的渗流场分布及稳定性变化。结果表明,该类型滑坡的失稳演化过程主要分为上覆Q4el+dl堆积阶段、接触带泥岩富水风化阶段和风化带富水软化阶段,风化带富水软化程度与滑体的高渗透性和滑床的隔水特性密切相关,是滑坡失稳破坏的决定性因素;滑坡的发生是因地表降雨下渗受阻,在上覆堆积层及下伏泥岩层间形成富水带,富水加速泥岩风化,并在坡体内形成强风化泥岩软弱层,随地质过程持续,泥岩强风化层逐渐加厚形成软弱带,在极端暴雨气候条件下,软弱带发生蠕变,地表开裂,滑坡形成。