北京清水河流域南山北坡土壤研究

根据土壤剖面的描述和理化分析,作者划分了北京清水河流域南山北坡的土壤类型,并讨论了土壤垂直带谱的有关问题。     

叠加在微波爆发上的快速尖峰群事件

本文介绍了北京天文台观测到的太阳射电10厘米波段的毫秒级快速精细结构(FFS)中一类有长持续时间的尖峰(我们称毫秒时标记录上陡升陡降图形为“尖峰”,称秒级时标的记录上的陡升陡降图形为“脉冲”)群事件。这一类微波毫秒尖峰群(MMS)事件具有一系列显著的特点: 1)它在秒级时间常数的慢速记录上常常对应一8S型(持续时间小于1分钟的脉冲)的爆发。因而利用脉冲的频谱特性,对这一类微波爆发中的毫秒精细结构的特征及可能的机制进行探讨,以弥补目前只能在一个波段上观测FFS事件的缺陷。 2)这一类脉冲爆发具有从低频向高频的频漂(正的频漂),而且频漂的速率随频率带增加而增加。 3)脉冲的幅度在波长8—10厘米间受到强烈的衰减。 4)脉冲群中的每一脉冲的极大频率及起始频率从高频逐渐移向低频,意昧着激发源逐渐上升。估计上升速度约为50公里/秒。 5)这类脉冲常常出现在有δ型磁结构、最大磁场强度大于2500高斯的复杂活动区中,可能有不同级别的耀斑与之对应。 6)这类脉冲与硬X线爆发事件、分米波段快速频漂事件及“BLIPS”事件见文[7]有密切的关系。 7)这一类微波快速尖峰群事件可以解释为来自耀斑-爆发事件中形成的电子加速中心的快速非热电子流向下运动穿入一耀斑环激起的电子迴旋脉泽辐射。     

圈闭地形内斜坡破坏的多期性和规律性

本文以黄河上游某拟建水电站坝址场地为例,论证了圈闭地形内斜坡破坏的多期性和规律性问题。在充分的野外调查和室内研究资料的基础上,将区内的斜坡破坏分为两期,即第一期为已经失稳的老滑坡群;第二期为发育在第一期滑坡群圈闭状破裂壁之后的正处于蠕动和破坏阶段的变形坡体,进而将第一期的滑坡分为两个强度次序。同时,还揭示了圈闭地形内斜坡破坏的规律性,即随着期和序次的增高,斜坡破坏面积增大,滑坡个数增多,规模减小,强度降低,滑距变短,滑体破碎程度变弱。最后指出,上述多期性和规律性应具有普遍性意义。     

The key‐group method

This paper proposes an extension to the key‐block method, called ‘key‐group method’, that considers not only individual key blocks but also groups of collapsable blocks into an iterative and progressive analysis of the stability of discontinuous rock slopes. The basics of the key‐block method are recalled herein and then used to prove how key groups can be identified. We reveal that a key group must contain at least one basic key block, yet this condition is not entirely sufficient. The second block candidate for grouping must be another key block or a block whose movement‐preventing faces are common to one or more single key blocks. We also show that the proposed method yields more realistic results than the basic key‐block method and a comparison with results obtained using a distinct element analysis demonstrates the ability of this new method. Copyright © 2003 John Wiley & Sons, Ltd.     

空间线群目标相似度计算模型研究

以空间线群目标的空间统计特征为基础,对线群目标的空间关系和几何特征进行了描述。利用拓扑关系概念邻域图定义线群之间的拓扑关系相似度,利用方向均值定义线群之间的方向关系相似度以及利用"环形方差"定义线群目标之间的距离相似度。结合线群的长度和平均长度、线群密度及线群曲折度,建立了线群目标相似度计算模型,对线群目标相似度进行了整体度量。实验结果表明,相似度计算结果与地物特征比较一致,符合人们的直观认知。     

Investigation of fractal distribution law for the trace number of random and grouped fractures in a geological mass

A fractal study method of the number of geological mass fractures is introduced in detail in this paper. Three main aspects of the problem were studied: (1) The random distribution of fractures in a geological mass was in good agreement with the fractal law. The size scale of the studied geological mass ranged from 2400 m to 1 mm for the length of each side, and the geological mass samples were taken from 13 coal areas in China. (2) The geological mass fractures were evidently directional and anisotropic, having originated from tectonic movement. Observation and statistics for the data from the Xuangang, Fenxi and Dongshan coal areas in Shanxi, China, demonstrated that the fracture distribution of each group, classified by the strike of the strata, still follow the fractal law, even though the fractal dimension varies to a certain extent with different strikes. (3) The sedimentary strata containing the coal seams, as a geological mass, underwent almost similar tectonic movements in their geological history. The mechanical experiments on geological mass samples from Fenxi and Jiexiu in Shanxi demonstrated that the fractal dimension of the number of fractures in the same strata is in good power function with the product of strength and elastic modulus. The larger the product of the strength of the elastic modulus is, the larger is the fractal dimension, and vice versa.     

Pile foundation analysis and design using experimental data and 3-D numerical analysis

Capacity based design of pile foundations limits the soil-structure interaction mechanism to group bearing capacity estimation, neglecting, in most cases, the contribution of the raft. On the other hand, a straightforward, nonlinear, 3-D analysis, accounting for soil and structural nonlinearities and the effects arising from pile–soil–pile interaction, would be extremely high CPU-time demanding and will necessitate the use of exceptionally powerful numerical tools. With the aim of investigating the most efficient, precise, and economical design for a bridge foundation, a hybrid method, compatible with the notion of sub-structuring is proposed. It is based on both experimental data and nonlinear 3-D analysis. The first step to achieve these targets is a back-analysis of a static pile load test, fitting values for soil shear strength, deformation modulus, and shear strength mobilization at the soil–pile interface. Subsequently, the response of 2 × 2 and 3 × 3 pile group configurations is numerically established and the distribution of the applied load to the raft and the characteristic piles is discussed. Finally, a design strategy for an optimized design of pile raft foundations subjected to non-uniform vertical loading is proposed.     

金川超大型铜镍硫化物矿床的铂族元素地球化学特征

对金川超大型铜镍岩浆硫化物矿床岩石、矿石的铂族元素地球化学特征研究表明 ,金川岩体的平均Cu/Pd值远大于原生地幔岩浆的Cu/Pd值 ,说明其岩石为因硫化物析离而失去Pd的岩浆所结晶 ;且岩石的PGE具有部分熔融趋势 ,与地幔橄榄岩接近 ,这些均指示存在岩浆熔离作用。该矿床岩石、矿石的PGE球粒陨石标准化分布模式比较对应 ,均可分为两种类型 ,反映了岩浆多次侵入、熔离分异同时成岩成矿的特征。另外 ,PGE S关系分析表明其成岩成矿过程中有少量地壳物质混染。PGE地球化学特征参数还指示了其高镁拉斑玄武质母岩浆的性质。     

甘肃阿尔金南缘白石头沟石墨矿地质特征、成矿条件及找矿标志

甘肃白石头沟石墨矿位于阿尔金南缘敦煌地块,赋存于前寒武纪敦煌岩群大理岩和石英片岩之中,目前圈定矿体33条,主要矿体2条。作为研究白石头沟石墨矿理想地层的敦煌岩群,是一套以变质碎屑沉积岩和变质基性岩为主的变质岩浆杂岩。本文从矿床角度出发,立足于区域地质勘查资料,结合前人研究成果,在对白石头沟石墨矿成矿地质背景、矿床及矿体特征、组合样化学分析、矿石矿物赋存状态及特征研究的基础上,对矿床的成因进行初步探讨并归纳区域找矿标志。研究表明,白石头沟石墨矿可分为大理岩型和石英片岩型两种类型,是古元古代经历区域动力热液变质作用而形成的沉积变质型矿床,成矿物质主要来源于变质碎屑沉积岩类的原岩（海相陆源碎屑岩和碳酸盐岩）本身,成矿环境为古老活动大陆边缘。找矿标志具有特定层位、岩性、矿化及物探特征。     

基于AHP的地质遗迹旅游资源评价:以汉中天坑群为例

汉中天坑群是在中国32°~33°N湿润热带—亚热带岩溶地貌区北界首次发现的岩溶地质遗迹。为了科学地评价汉中天坑群地质遗迹旅游资源,为下一步旅游规划与开发提供科学依据,本文从生态旅游资源条件、生态环境条件、生态旅游开发条件等3个方面选取资源景观价值、资源科学与文化价值、生态环境质量、环境安全条件、区位与交通条件和社会经济条件等作为主要评价指标,建立多层层次结构模型,运用层次分析法对其进行地质遗迹旅游资源综合评价,得出汉中天坑群地质遗迹旅游资源综合评价得分为90.67分。本文研究表明,汉中天坑群具有五级生态旅游资源的禀赋,具有较高的开发利用价值。