云南腾冲山寨盆地水下冲积扇特征及对砂锡的控矿作用     

刘寄陈 《地球科学》1988,(4)

水下冲积扇是山间谷地被堵截堰塞,山麓堆积进入水盆地的一种特殊“相”,以重力流堆积为主体,间夹湖沼和上迭河流沉积。熔岩流多次堵塞增高,堰塞坝的侵蚀和盆地的沉积充填,这三种因素综合作用的结果,形成了具有一定厚度的不同沉积类型组合。各类沉积因其搬运分选机制不同而形成不同的聚锡能力,决定了对砂锡的控矿作用。  相似文献   

华南沿海老红砂的成因与红化作用   总被引：17，自引：0，他引：17  

吴正  黄山 《地理学报》1994,49(4):298-306,T001

根据野外调查和室内实验分析，以及测年数据，本文讨论了华南沿海老红砂的成因、年龄与形成环境。认为老红砂是晚更新世末次冰期海岸风沙堆积，红色特征与亚间冰期的温暖古气候有关。在湿热气候下，古风成砂中含铁硅酸盐矿物氧化生成赤铁矿，而使无色石英沙粒染成红色，是其红化的主要机制。风成砂形成红色的时间不超过１万年。  相似文献   

塔克拉玛干沙漠南缘绿洲沙物质粒度特征   总被引：16，自引：4，他引：16  

钱亦兵  张希明 《中国沙漠》1995,15(2):131-135

运用沉积物的粒度分析方法，研究了塔克拉玛干沙漠南缘绿洲不同类型沙样的粒度参数、粒度频率分布、平均粒径对标准差特性图等粒度特征及其空间关系，为查明沙源物质的性质和风力作用状况，分析风沙运动及风沙地貌形成，建立绿洲防护体系提供依据。  相似文献   

Transient loading-related settlement of a square foundation on geogrid-reinforced sand     

B. M. Das  A. Maji 《Geotechnical and Geological Engineering》1994,12(4):241-251

Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined.  相似文献   

风沙动力与风沙工程学─—国外发展趋势和我们的任务     

陈渭南 《地球科学进展》1995,(4)

风沙动力与风沙工程学当前研究的热点─—主要反映在加深对风沙现象的理解、风沙灾害防治与资源开发三个方面出发，提出了我国在风沙运动力学、土壤风蚀、土地沙漠化的动力机制与过程、风沙地貌形成发育规律、风沙沉积学特征及其形成机制、沙尘暴形成机制以及风沙灾害防护工程技术原理等六个方面的研究建议。  相似文献   

博斯腾湖湖泊沉积物光释光年代测量^*   总被引：2，自引：0，他引：2  

范育新  赵晖  陈发虎  黄小忠  杨美临 《第四纪研究》2007,27(4):568-575

使用光释光年代学的单片再生法测量了博斯腾湖沉积剖面中碳酸盐泥及粉砂质泥底部的浅湖相灰色粉细砂和风成沙的年龄,对剖面上部碳酸盐层中陆生植物残体进行了AMS ¹⁴ C测年。通过不同测片的等效剂量(D_e)值的分布状况评价了样品的晒褪程度,选择不随灵敏度校正后的自然释光信号变化的相对集中的等效剂量(D_e)值计算了样品的埋藏年龄。通过这些年龄结果的对比,发现石英矿物的OSL年龄和AMS ¹⁴ C年龄在地层上是一致的,表明尽管在浅湖相细砂中存在不完全晒褪,但根据相对较小而集中的D_e值计算得到的年龄结果是可靠的。这些年龄结果和地层资料揭示末次冰消期以来至早全新世,博斯腾湖处于无水干盆地向深水湖泊转化的浅水湖泊状态,现代深水博斯腾湖大约形成于距今8ka前后。  相似文献   

The harmonious character in equilibrium aeolian transport on mixed sand bed   总被引：1，自引：0，他引：1  

Mao Xing   《Geomorphology》2007,86(3-4):230-242

Wind tunnel experiments were carried out to measure the spatial distribution in equilibrium transport of four types of mixed sand. The flux profiles of each grain size group were calculated. It is found that the vertical distribution of mean grain size has a close relation with the grain size distribution in the sand bed. In a log-linear plot, the flux profiles of main grain size groups are all straight lines and their slopes are nearly equal. It is also found that the ratio of transport rate of each size group to the whole transport rate is directly proportional to the mass ratio of each size group in the sand bed and the proportion value is only dependent on the grain size. This harmonious law is applicable to all four types of mixed sand used in the experiment.  相似文献   

江苏金坛和尚墩旧石器遗址地层的古地磁年代与磁化率研究     

朱诚  张杨阳  马春梅  房迎三  武春林 《地层学杂志》2007,31(1):35-44

北方黄土研究中磁化率分析已越来越多运用到第四纪风尘堆积研究中。采用古地磁极性柱结合磁化率曲线比对定年的方法,初步确定江苏金坛和尚墩遗址750cm厚的地层年龄为330kaBP,对应磁化率曲线判断该区域分别经历了24kaBP左右、110kaBP左右、190—240kaBP左右、300kaBP左右的4个暖湿期,其中间隔有3个干冷时期,具有完整的3个气候旋回。对应地层发育的4个古土壤层、3个黄土层的风尘堆积—古土壤序列。研究表明,虽然古地磁极性定年的方法有一定的局限性,但在以磁化率信息为辅助的条件下,可在一定程度上消除这些局限,获得较为准确的地层年代,多种证据表明这种方法是可靠的。  相似文献   

西藏羌塘盆地侏罗系白云岩储层中油砂资源评价   总被引：2，自引：0，他引：2  

周文  邓虎成  伊海生  李勇  谢润成  林家善 《矿物岩石》2007,27(4):85-91

西藏羌塘盆地是一个烃源岩发育厚度大、分布广的大型中生代海相沉积盆地,构造活动对早期形成的油气藏破坏和改造强烈,为油砂富集成矿提供了条件。通过对盆地中发现的隆鄂尼和昂达尔错两个矿点进行勘察。矿点油砂主要富集于中侏罗统布曲组,分析认为其形成和分布受燕山晚期形成的大型古隆起带的控制,早期形成的古油藏带在后期构造过程中遭受破坏和抬升,使顶部布曲组含油白云岩被抬升剥蚀风化形成现今的油砂矿。采用含油率法对油砂矿带进行了资源量的计算,结果表明两个矿带的油砂地质资源总量为93 099.76×104t。通过类比认为整个盆地油砂资源潜力巨大,可以成为油砂资源主要的勘探地区。  相似文献   

A new criterion for strength of frozen sand under quick triaxial compression considering effect of confining pressure     

Jilin Qi  Wei Ma 《Acta Geotechnica》2007,2(3):221-226

The strength of frozen soils has been one of the most extensively studied aspects in frozen soil mechanics. When carrying out deep excavations using freezing methods, high stress states are often encountered. Therefore, the strength of frozen soils under high confining pressures is of major concern. This paper first reviews the present failure criteria for frozen soils, especially with regard to the effect of confining pressure on the strength. It is suggested that the strength consists of two components, cohesion and friction, and can be expressed by the Mohr–Coulomb criterion and in the framework of the Drucker–Prager criterion. However, these two components are both dependent on the stress state. Duncan’s equation for the friction angle is extended to frozen soils. A frozen Lanzhou fine sand is taken as study subject. The frozen sand is compressed at a high strain rate under three different temperatures and under a wide range of confining pressure. Experimental results have confirmed the generally recognized principle that the strength increases with the confining pressure up to certain value. Thereafter, it decreases with continued increase in confining pressure. Experimental data from our own tests and literature are fitted to the new criterion, which shows its validity.  相似文献