中国近45年来气候变化的研究

利用１９５１～１９９５年约４００站的月平均气温、降水和１９６１～１９９５年２００余站的最高和最低气温、相对湿度、总云量和低云量、日照时数、蒸发、风速和积雪日数和深度以及０～３．２ｍ共８层土壤温度等资料,对近４５ａ来中国气候变化特征作了一个较全面的分析研究。本文作为第一部分,分析了平均气温、最高最低气温、降水、相对湿度和日照的气候变化规律。其余要素的变化规律以及中国气候变化的可能机制将在第二部分中加以讨论。     

钻孔揭露岩体构造特征确定露天采矿场推荐边坡角的方法应用探讨

文章从处理钻孔所揭露出的岩体构造资料入手,提出了位于类似热带地区的具有基岩露头少、堆积层厚大、矿体埋藏条件适宜露天开采等特征的矿床的露天采矿中确定推荐边坡角的一种方法。通过详细收集弱风化及未风化且节理开启或由方解石、石膏、粘土等软弱矿物充填的岩石的岩体构造特征,图解统计节理发育密度、节理与岩芯轴夹角随钻孔深度变化关系,并以相应钻孔深度倾角标准离差作修正,提出不同露天开采深度与稳定边坡角的关系。     

Analytical perspective on trace element species of interest in exploration

Analysis of soil and sediment samples, using selective extraction methods to distinguish different phases, is of particular interest in exploration geochemistry to locate deeply buried mineral deposits. There are various mechanisms of binding labile elements in the secondary environment, including physical and chemical sorption, precipitation, chelation and complexation. Phases present in soils and sediments which are likely to scavenge ‘free' elements include amorphous Mn and Fe oxides, the humic and fulvic components of humus, and clays. This paper reviews these forms of trace elements and the methods in current use to quantify them. Examples of precision data, both for control and survey samples, are given with respect to trace elements dissolved from the ‘soluble organic' component of humus, Mn oxides and amorphous Fe oxides. The high sensitivity of inductively coupled plasma mass spectrometry (ICP–MS) is required to measure accurately and precisely a large suite of trace elements, especially where only small fractions of elements are dissolved by such leaches as the commercially available Enzyme and MMI (Mobile Metal Ion) extractions. The relative standard deviations (RSD) obtained for 33 elements (e.g. Ag, Cd, In, I) in the standard reference sample (SRM), TILL-2, are in the range 0.5–8% for the hydroxylamine hydrochloride (NH₂OH·HCl) leach designed to extract hydrous Fe and Mn oxides. The corresponding RSDs for elements in the reactive Mn oxide phase extracted by the Enzyme leach are in the range 3–19% except for some trace elements at levels close to detection limit (e.g. Cd, Bi). The RSDs obtained for field duplicates are inferior to those for analytical replicates (i.e. sample splits), probably a reflection of different concentrations of the host phase. In one soil survey, the Fe extracted by a 0.25 M NH₂OH·HCl leach ranged conservatively from 0.2 to 1.7% whereas the Mn extracted by the Enzyme leach varied extensively, from 0.3 to >999 ppm. In contrast, precision, at 1–7% RSD, for field duplicates was found to be comparable with that for both analytical duplicates and the SRM, LKSD-4, for elements associated with the humic and fulvic component of humus samples sieved to <177 μm.     

Estimation of Block Sizes for Rock Masses with Non-persistent Joints

Summary  Discontinuities or joints in the rock mass have various shapes and sizes. Along with the joint orientation and spacing, the joint persistence, or the relative size of the joint, is one of the most important factors in determining the block sizes of jointed rock masses. Although the importance of joint persistence on the overall rock mass strength has long been identified, the impact of persistence on rock strength is in most current rock mass classification systems underrepresented. If joints are assumed to be persistent, as is the case in most designs, the sizes of the rock blocks tend to be underestimated. This can lead to more removable blocks than actually exist in-situ. In addition, a poor understanding of the rock bridge strength may lead to lower rock mass strengths, and consequently, to excessive expenditure on rock support. In this study, we suggest and verify a method for the determination of the block sizes considering joint persistence. The idea emerges from a quantitative approach to apply the GSI system for rock mass classification, in which the accurate block size is required. There is a need to statistically analyze how the distribution of rock bridges according to the combination of joint orientation, spacing, and persistence will affect the actual size of each individual block. For this purpose, we generate various combinations of joints with different geometric conditions by the orthogonal arrays using the distinct element analysis tools of UDEC and 3DEC. Equivalent block sizes (areas in 2D and volumes in 3D) and their distributions are obtained from the numerical simulation. Correlation analysis is then performed to relate the block sizes predicted by the empirical equation to those obtained from the numerical model simulation. The results support the concept of equivalent block size proposed by Cai et al. (2004, Int. J. Rock Mech. Min. Sci., 41(1), 3–19).     

深水沉积层序特点及构成要素

本文在回顾当前国际上深水沉积研究热点的基础上,结合在墨西哥湾深水研究的成果系统描述了深水沉积的定义、形成机理、深水沉积层序及深水沉积构成要素的特点.深水沉积主要是在重力流作用下深水环境的沉积,主要形成于相对水平面下降和早期上升的时期,主要分布在低位体系域中.深水层序以凝缩段为边界,块状搬运沉积最早形成并直接位于层序界面上,其上被河道-天然堤沉积所覆盖.典型深水沉积的要素主要由河道、天然堤及越岸沉积、板状砂、块状搬运沉积等构成,这些沉积要素时空上有序地分布.深水河道是物源的主要通道和沉积的重要场所,从上游至下游河道弯曲度增加,能量逐渐减弱.侧向迁移明显,垂向上由富砂的顺直河道演化为相对富泥的弯曲河道.天然堤及越岸沉积以泥质为主,天然堤沿河道呈楔状分布,其近端砂岩含量高,地层厚且倾角较陡;远端砂岩含量低,地层薄且平缓,侧向连续性好但垂向连续性差.板状砂主要为深水扇前缘非限制性沉积,可分为块型和层型.块型侧向连续性好,同时垂向连通性高.层型侧向连续性好,垂向连通性差.块状搬运沉积主要是低水位期坡上沉积物失稳形成的各类滑塌体及碎屑流,其对下伏地层侵蚀明显,分布广泛,变形构造常见,可作为油气良好的封盖层.     

基于强度折减法的顺层路堑边坡土钉墙支护结构稳定性分析

将非线性有限元分析和极限分析相结合形成强度参数折减有限元法,可以灵活地分析强度不均匀顺层路堑边坡支护结构稳定性问题。将岩体力学理论、非线性有限元分析技术和强度折减系数法相结合,对顺层岩体路堑边坡稳定性进行分析。在对密集假设节理有限元模拟中,假设节理在岩体内连续分布,采用连续介质力学方法建立密集分布节理岩体材料模型。采用强度折减系数法计算岩体结构安全系数,建议采用给定的岩体强度参数计算节理岩质边坡开挖、支护完毕后的内力,再逐渐降低岩体强度参数进行岩体边坡非线性有限元分析,直至岩体边坡达到极限状态,从而求出岩质边坡安全系数。采用该方法对渝怀铁路梅江河右岸DK409+989.4～DK410+020段顺层路堑边坡土钉墙支护结构稳定性进行分析,分析结果表明：采用土钉墙支护后的节理边坡塑安全系数为2.3,支护后的岩质边坡处于稳定状态;土钉墙潜在破裂面为岩体弹性区和塑性区的交界面,与测试得到的各排土钉拉力最大值位置一致。     

沿雅鲁藏布江缝合带东坡、日喀则等蛇绿岩体磁异常特征及其找矿标志

航空磁测△T图上清楚显示出沿雅鲁藏布江缝合带具有南北两条航磁异常,地质研究确认沿雅鲁藏布江缝合带的蛇绿岩体呈带状东西向延续近2000 km,但已知主要含铬蛇绿岩体分布于雅鲁藏布江南岸。在罗布莎和泽当地表观测到断续分布着含铬蛇绿岩体,地质研究程度较高,岩体规模不大。向西地表有出露日喀则岩体,再西段有当穷、普兰、东坡等规模巨大的岩体。航空磁测图上显示出日喀则、东坡、普兰、当穷等岩体与清晰的航磁异常对应。对上述岩体进行的地面磁测准确地确定了已知岩体与航磁异常的关系,位于雅鲁藏布江东段的罗布莎与泽当岩体属于其南部强航磁异常北缘的负异常范围内的小岩体。西部沿江含铬蛇绿岩体是断续分布的,呈短条带状或较大的三度体;地面磁测异常突出反映出地表岩体磁铁矿分布的不均匀性,在岩体边缘(包括近岩体围岩)的蛇纹石化较强,磁异常亦较强,并由此较准确地圈定出岩体范围。航磁异常反映出岩体内部有相对富积的磁性矿物和磁性体,它们可能来自深部含Fe O、Fe2O3等矿物在岩浆上涌到上地壳由于蛇纹石化而生成了Fe3O4,当温度低于480℃时形成较强的磁性。反演计算了磁性体位于3~5 km深度上,虽然蛇绿岩体及其围岩中存在的磁铁矿非直接来源于地幔物质,但含铬蛇绿岩体的岩浆物质是生成磁铁矿的主要物质贡献者。由此将航磁和地面磁测异常与大地电磁法、反射地震等方法结合可以给出岩体深部结构的地球物理特征,这有利于圈定找矿的远景地段。     

Shear Alteration, Mass Transfer and Gold Mineralization: An Example from Jiaodong Ore Deposit Concentrating Area, Shandong, China

Since Ramsay and Graham (1970 ) system atically deliv-ered study results of ductile shear zone,the study on shearzone has been put forward rapidly and has obtained greatachievements.After the“gold- bearing shear zone” type ofmetallogenic model proposed by Bonnemaison(1986 ) ,lots ofstudies showed that large gold- bearing shear zone system,which underwent multi- stage and multi- level tectonic- m inerl-ization evolution,is a complex deformational metam orphic ge-ological body with different d…     

IV级软弱围岩相似材料的试验研究

以IV级围岩为参照对象,研制可用于隧道围岩稳定性物理模型试验的软弱围岩相似材料。采用的5种原材料（重晶石粉、石膏、细砂、洗衣液和水）,通过直剪试验、无侧限抗压强度试验及三轴压缩试验测得所配相似材料的强度特征和物理力学参数,包括黏聚力c、内摩擦角?、单轴抗压强度Rc、弹性模量E和泊松比?。首先,通过试验分析每种原材料的不同比例对所配相似材料强度特征及物理力学参数的影响,选择适合于模拟IV级围岩相似材料的原材料配比;其次,针对优选的材料配比所配制的相似材料,开展大量的三轴压缩试验,研究在不同围压下该相似材料的强度及其破坏特征。结果表明,含水率减少或石膏含量增加导致Rc、E和c明显增大,而?降低不明显;增加砂含量可增大E 和?,但Rc值减少;石膏含量对相似材料的脆性和延性影响最明显,而含水率对相似材料的强度影响最为突出。试验结果还表明,相似材料在低围压时呈现脆性,在高围压时呈延性;就破坏准则而言,试验所得结果小于Mohr-Coulomb准则,略大于Hoek-Brown准则,但更符合Hoek-Brown准则。研制软岩相似材料的试验数据可为下一步拟开展的隧道围岩稳定性模型试验和数值模拟提供重要的参考和依据。     

皖南两花岗岩体的岩石学特征及成矿专属性判别

皖南花岗岩体约２０余个，分同熔型及改造型两种，前者主要受印支褶皱带控制，常呈北东向展布；后者受燕山期深断裂制约，呈东西或南北向延伸。本文对区内有代表性的榔桥岩体（同熔型）和姚村岩体（改造型）两个岩体，分别从分布的地质背景、岩石矿物学、岩石化学、微量元素及稀土元素地球化学、铅同位素及岩浆演化等方面进行了研究和对比，并按花岗岩类成矿专属性模型法作了判别：前者主要与Ｆｅ、Ｃｕ、Ｐｂ、Ｚｎ、Ｍｏ等多金属矿化有关；后者与ｓｎ、Ｗ及ＴＲ矿种有关，判别结果与迄今的找矿实际基本吻合。