川西坳陷彭州地区雷口坡组天然裂缝发育特征与形成期次

利用野外露头、岩心、薄片及地球化学等资料对四川盆地川西坳陷彭州地区雷口坡组天然裂缝发育特征及形成期次开展了研究.研究区宏观裂缝按成因可划分构造裂缝和和非构造裂缝,构造裂缝包括张性裂缝、剪性裂缝和破碎状裂缝,非构造裂缝主要为风化网状裂缝.宏观裂缝以构造裂缝为主,主要为剪性裂缝和张性裂缝,其中的垂直裂缝、高角度裂缝的发育密...     

青海索拉沟银多金属矿床成矿特征及成因探讨

索拉沟地区位于青海省东昆仑东部与西秦岭造山带的接合部位,地质构造复杂,岩浆活动较强烈,成矿背景条件良好,是青海省贵金属、铜多金属重要的成矿带之一。根据矿床产出的地质构造环境、成矿特征、矿物组成、电子探针、流体包裹体温压测试及元素组合等特点分析,推测矿床的形成经历了热水沉积成矿和热液叠加改造成矿,索拉沟银多金属矿为热水沉积-热液叠加改造型。     

湖南株洲地区Cd、Pb污染土壤的修复实验

以海泡石、膨润土和生石灰为修复材料,对湖南株洲地区重金属元素Cd、Pb污染农田土壤进行了室内修复实验。盆栽小白菜的正交实验结果表明,对于Cd含量为1.23 mg/kg、Pb含量为136.7 mg/kg的土壤,当每10 kg土壤添加膨润土60 g、海泡石20 g、石灰6 g时,种植的小白菜中Cd含量为0.154 mg/kg,Pb含量为0.141mg/kg。与未修复土壤的实验结果对比,小白菜中Cd含量降低61%,Pb含量降低46%。     

榴辉岩中石英出溶体的拉曼光谱学研究及其构造意义

利用拉曼光谱学和费氏台方法对若干地区超高压榴辉岩中柯石英和榴辉岩中石英出溶体的超显微构造特征进行了研究.研究结果表明, 石榴石(或绿辉石) 中柯石英向石英相变是一个连续变化过程.绿辉石中石英出溶体和主晶具有一定的晶体学拓扑关系, 即石英出溶体长轴有两个展布方向: 平行于绿辉石(10 0) 裂理面和平行于绿辉石(- 10 1) 面.目前, 部分学者推断榴辉岩绿辉石中石英出溶体可作为超高压变质作用的标志.笔者认为, 棒状定向石英在绿辉石中出溶的温压条件和出溶机理尚未查明.因此, 需加强过量二氧化硅单斜辉石出溶机理的超高压实验研究, 从而为证实石英出溶体作为超高压标志提供实验定量约束.      

南阳凹陷原油含氮化合物组成及其控制因素

原油的含氮化合物总量及其组成特征不仅受原油运移距离影响,而且还受成油母质类型和成熟度影响.对南阳凹陷27个原油含氮化合物的研究表明,其油气运移指向的规律性不强,原因主要是由于原油运移距离较短,地质色层效应不明显.魏岗南部和北部原油的成熟度差异较大,但含氮化合物组成特征总体上非常相似,表明南阳凹陷原油的含氮化合物总量及其组成主要受控于成油母质类型.     

松辽盆地白垩系综合年代地层学研究新进展

生物地层学研究表明,火石岭组、沙河子组和营城组均产Cicatricosisporites,Klukisporites,Densoisporites和Aequitriradites等早白垩世代表分子,登娄库组产Cicatricosisporites exilis-Hymenozonotriletes mesozoicus...     

大埋深条件下降雨入渗补给的初步分析

运用SWAP模型对太行山山前平原--河北省栾城县田间土壤水分运动进行了数值模拟.从土水势及土壤含水量等方面,初步分析了降雨灌溉入渗补给条件下土壤水分运动的规律.通过分析和讨论,探求了大埋深条件下降雨入渗过程,初步揭示了降雨入渗对地下水位变化的影响.     

藏南扎西康铅锌锑银多金属矿床地质特征及找矿方向

扎西康铅锌锑银矿区主要出露下侏罗统地层。矿区内目前发现的4个铅锌锑银矿体,主要充填于近南北向张扭性断裂破碎带及次级羽状张节理中,矿化强度从构造带中心向两侧围岩呈渐变过渡关系。初步分析矿床与北部的穷多江变质核杂岩、广泛发育的南北向断裂及侏罗纪地层有着密切成因联系。F42、F46、F48所围限的倒三角形区域内的侏罗纪地层、南北向深大断裂和褶皱核部区域,应为今后矿区及外围进一步探矿的重点和主要研究对象。     

青藏铁路设计与建设——第六届国际冻土工程会议回顾

The 6^th International Symposium on Permafrost Engineering was successfully held in China in September 2004. About 150 scientists and engineers from 7 countries attended the symposium in Lanzhou on 5～7 September, and about 35 people from 6 countries participated in the field trip along the QinghaiTibet Highway/Railway on 8～13 September and the seminar in Lhasa on 14 September 2004. During the Symposium, the latest progress on permafrost engineering and the surveys, design and construction of the Qinghai-Tibet Railway were exchanged and inspected. Fifty-eight technical papers in English from the Symposium were published in the first volume of the Proceedings of the Symposium, as a supplement of the Journal of Glaciology and Geocryology, before the symposium. About 6 papers from the symposium are published in the second volume in the volume 27(1) of the Journal of the Glaciology and Geocryology, after the symposium. The Qinghai-Tibet Railway (QTR) under construction will traverse 632 km of permafrost, and the engineers are facing unprecedented engineering and environmental challenges. With the QTR under construction and to be completed in 2007, permafrost engineering has become the research focus of permafrost scientists and engineers in China. Many encouraging and promising achievements in permafrost engineering have been obtained during the past three years. However, there are still numerous engineering and environmental problems needing to be solved or resolved. In the discussions, some experts pointed out that methods, such as removal of snow cover on the embankments and toe areas, light-color embankments and side slope surfaces, awnings for shading the solar radiation, hairpin or tilted thermosyphons, could be applied to actively cool the roadbed of the QTR. Some new ideas on utilization of the natural cold reserves were proposed to protect the QTR permafrost roadbed from thawing. Many questions and answers on the survey, design, construction, operations, maintenance and environmental protection were exchanged in situ and in the Lhasa seminar with participation by some major railway designers, regulators and administrators.     

贵州茂兰峰丛草地洼地小流域侵蚀产沙的137Cs法研究

在贵州茂兰峰丛洼地区的工程碑草地洼地典型小流域进行了洼地沉积泥沙^137Cs示踪分析研究。研究结果表明：（1）草地洼地土壤剖面属于堆积土壤剖面,土壤剖面中^137Cs浓度分布特征反映了泥沙堆积与表层土壤侵蚀的信息。受岩土分布、微地形的影响,^137Cs初始沉降后出现不均匀再分布,面积活度的空间变化较大,变异系数为1.35,不能表征土壤侵蚀状况。（2）根据草地洼地典型堆积农耕地土壤剖面A-1的^137Cs浓度分布特征,1963年以来的流域平均堆积泥沙数量是16.6t/km^2.a,流域平均土壤侵蚀速率为45.95t/km^2.a,约占侵蚀产沙数量63.88%的泥沙以地下流失的形式散失;（3）草地洼地小流域内地面土壤流失与地下土壤流失的相对贡献率分别是70.13%和29.87%;（4）以茂兰地区最大成土速率为依据推算出的允许土壤侵蚀量是13.51t/km^2.a,草地洼地的土壤侵蚀危险程度极高。