山西省落家河铜矿地质特征及矿床成因浅析

落家河矿田位于中条三叉裂谷南东支的落家河构造剥蚀天窗内,该区域位于线性构造和弧形构造的交叉部位,是成矿有利部位.落家河矿区赋矿岩性为新太古界绛县群宋家山组绿泥片岩和变细碧岩.宋家山组一套钠质中基—中酸性火山凝灰岩夹正常沉积钙质副变质岩组成.经变质后的绿片岩层是主要找矿层位,特别是该岩层沿走向或倾向变化大和膨胀部位.硅化...     

含软弱夹层深部软岩巷道稳定性研究

随着能源开采由浅部向深部发展（>700 m）,深部软岩巷道在高地应力下的变形破坏及其合理加固技术成为影响资源安全开采的重要因素。结合国投新集刘庄矿深部软岩及其软弱结构面的力学特性试验成果,提出软弱夹层的破坏准则及其损伤演化模型,并将其应用于含软弱夹层的深部软岩巷道围岩稳定性分析,研究不同支护方案下的围岩变形特性、破损区以及软弱夹层的离层和破坏情况,提出了合理的加固技术参数。     

边坡岩体软弱夹层力学特性试验研究

采用自制试验装置,进行边坡岩体中的软弱夹层的力学特性试验。分析实测的剪应力-变形曲线发现,该曲线有明显的比例极限、屈服点和峰值点,表明在试件受力变形初期,剪切力-变形近似呈线性关系,剪切刚度为常量;随法向应力的增大,峰值剪应力呈线性增长,达到峰值强度之后,随剪切变形增大,抗剪强度变化不大,残余强度近似等于峰值强度,表明试样发生剪切破坏,其破坏类型呈“塑性”破坏型。软弱夹层的剪切变形可分为3个阶段,各个阶段的强度参数不同,对边坡工程来说,为保证其有足够的安全系数,建议软弱夹层强度参数取低值。根据试验结果得到的法向应力-压缩位移关系曲线近似呈双曲线型,当法向相对位移小于3.4 mm时与理论结果更为接近。     

岩土体物理力学参数对岩质滑坡稳定性的影响

采用有限元-极限平衡法研究了含软弱滑动带的岩质滑坡滑动体、滑动带和滑床的密度、弹性模量和泊松比及滑动带的抗剪强度对滑坡稳定性的影响。结果表明:滑床密度、滑体及滑动带的弹性模量、滑动带及滑床的泊松比和滑动的抗剪强度指标与滑坡稳定性系数呈正相关关系,而滑体及滑动带土体密度、滑床的弹性模量和滑体的泊松比与滑坡稳定性系数呈负相关关系;软弱滑动带的抗剪强度对滑坡稳定性的影响最显著,其次为软弱滑动带的泊松比和滑床的弹性模量,其他参数的影响相对较小。      

分析汶川“5•12”震害探求房屋“大震不倒”途径

本文围绕“大震不倒”主题,对汶川“5．12”特大地震震害进行了分析探究。文中涉及“大震不倒”设防目标、研究方法、房屋倒塌的震害特点等问题;对倒塌房屋分为薄弱层垮塌、沿开问垮塌、不规则体型垮塌3种类型进行了讨论,分析了垮塌的原因并提出了看法;同时还对“强梁弱柱”现象做了分析。最后,扼要对混凝土框架结构和砖混结构提出“大震不倒”的建议性意见。     

上海黏性土剪切带形成的数值模拟分析

各种工程事故表明：现有的土力学计算模型均未考虑应变局部化问题,故不能解释这些工程事故的发生,因此应变局部化和剪切带形成的研究成为国际土力学界研究热点之一。数值模拟是研究剪切带形成的一个重要内容。在数值模拟中首先进行剪切带形成条件的研究,接着考虑土质不均匀性的影响,引入弱单元和强单元,进行弱单元与强单元影响力的研究。     

不良地质段双洞交叉开挖三维有限元分析

积石峡水电站泄洪洞与导流洞交叉段形成了跨度为28 m,高度为22 m类似城门洞形的大断面洞室,该洞段围岩呈层状分布,且有一软弱夹层穿过拱顶,对洞室稳定极为不利。针对这一实际工程问题,确定了开挖方案和支护措施,采用三维非线性有限元分析了该处的围岩应力和变形随开挖进行的变化和围岩的稳定性,并考虑了位于拱顶的软弱夹层对交叉段洞室开挖围岩稳定的影响,对于其他类似工程,其结果具有良好的参考价值。     

新疆博格达山的构造演化及其与油气的关系

博格达山的构造演化及其造山作用的时间是一个长期争议且缺乏系统研究的问题。在野外调查的基础上,充分吸收前人成果,综合运用岩浆岩地球化学特征、不整合-沉积旋回、古流向及沉积物扩散方向等分析手段,对博格达山的构造演化进行了精细的剖析。结果表明:博格达山的构造演化主要经历了3期构造反转,即中-晚石炭世的裂陷海槽与晚石炭世末的弱造山期、早-中二叠世的裂陷盆地与晚二叠世-三叠纪和晚三叠世末的古博格达山隆升-夷平期以及早-中侏罗世的弱伸展盆地与晚侏罗世以来的现今博格达山阶段性隆升期;博格达山南缘柴窝堡凹陷地区印支期形成的NE向构造是油气勘探的有利区带。     

A three-dimensional model study on ocean dynamic response to traveling cyclone over the Huanghai Sea

On the basis of numerical simulation of the mean circulation and relevant thermal-salinity fields in June with a three-dimensional ocean model (ECOM-si), the model outputs are used as first guess of initial fields for numerical integration of the model equations and the numerical results are applied to investigating the dynamical responses of the Huanghai Sea and the East China Sea (HECS) in the course of a weak land-to-sea cyclone‘s passage over the Huanghai Sea on 15-16 June 1999. Predominance of the dynamic impact of cyclone over the thermal one in June in the HECS is justified using observations and model simulations.The cyclone and its surrounding weather system, i.e,, subtropical high ridge to its south could influence current and thermal fields in the Bohai Sea, the Huanghai Sea and the northern East China Sea even though the intensity of cyclone was rather weak. The response of oceanic currents to the wind stresses driven by the cyclone and its southern subtropical high were strongly characterized by the wind drift with its extent of equivalent scale of cyclone in the horizontal and of Ekman layer in the vertical. The sea response at a given site was closely related to the transient local wind speed and direction,especially was sensitive to the local wind direction,which is demonstrated at three points locating at the southern and western Huanghai Sea and the northern East China Sea. So the sea responses at locations differed considerably from one another. Current responded to the wind stress in a simple way:directly to the wind-driven current and subsequent gradient current and slope current, etc., whereas sea temperature responded to the wind stress in two ways: directly to the cyclone-induced cooling and indirectly to water movements both in the horizontal and the vertical by the cyclone‘ s wind stress. So the sea temperature variation under the influence of cyclone was more complicate than the current. The HECS in response to the cyclone and its ambient weather system was likely to be a fast process and such a response could last at least for more than 1d. Current increased with the duration of wind stress exerted on the surface and decreased with the increasing depth. Affected by the cyclone, the maximum sea surface temperature decreased by almost 1.6℃ during the 24h cyclone.     

高岭土/肼插层材料的制备与表征

以高岭土为原料,选取50%水合肼作为插层剂,采用直接液相插层法,并辅以磁力搅拌,成功地将肼分子插入到高岭石结构层间,制得肼插层高岭土材料。利用红外光谱和粒度分析仪对产品进行了表征。IR谱表明, 插层中肼分子中的NH基与高岭石内表面羟基之间产生了N-H-OH作用,形成了新的氢键;插层反应后的样品,其粒径小于5 μm的颗粒占总颗粒数的比例降低了10.55%,平均粒径增大了46.84%。