塔里木盆地卡塔克隆起卡1三维区块奥陶系鹰山组储层特征与影响因素

奥陶系鹰山组一直是塔里木盆地油气勘探的重点层位。综合运用岩心、薄片、成像测井、分析测试以及三维地震资料,对鹰山组储层特征以及影响因素进行了分析。结果表明:鹰山组整体岩性以粉-细晶白云岩,砂屑灰岩,灰质白云岩为主,储集空间以溶蚀孔洞、裂缝为主;上部为风化壳岩溶储层,溶孔-裂缝发育,中下部为裂缝性储层,裂缝发育,纵向上具有上孔下缝特征,储层非均质性强;加里东中期I幕运动形成的构造不整合面是该区岩溶储层发育的重要因素;加里东中期—早海西期形成的断裂和构造裂缝是该区储层发育的关键;早二叠世时期与火山作用伴生的岩溶烘烤以及埋藏溶蚀作用对储层发育具有积极作用。     

安徽铜陵隆起北缘的成矿作用特征及找矿潜力

安徽铜陵隆起北缘是指铜陵矿集区与繁昌火山岩盆地之间的过渡地段,近年来地质找矿工作取得了明显的进展,在总结该地区的成矿作用特征的基础上,认为铜陵隆起自然向北东延伸,在繁昌火山岩盆地下部存在寻找铜陵式铜金(铁)矿床的可能性,分析了地质找矿潜力。     

螺杆桩技术设计与施工在长春地区的应用

本文利用螺杆桩技术对长春地区粘性土层,进行抗拔实验,获得螺杆桩在粘性土层中抗拔承载力值,通过现场抗拔桩试验检测,为螺杆桩技术在长春地区应用提供理论依据,具有重要的理论与实际意义。     

Tectonics and Mechanisms of Uplift in the Central Uplift Belt of the Huimin Depression

The Huimin (惠民) depression is a third-level tectonic element of the Bohai (渤海) Bay basin in eastern China. The central uplift belt is the most important oil and gas accumulation zone in the depression, but the lack of adequate geological studies in the area has greatly hindered exploration and development. In this article, using seismic data, fracture mechanics, and a combination of data on fault growth indices and fault throws, we present an analysis of tectonic activity in the central uplift belt and adja...     

凸起凹陷构造控矿及找矿探讨——以泰安市区为例

在泰安市所辖6个县市区范围内,分布着以铁、金等为主的金属矿产和以煤、石膏等为主的非金属矿产。两类矿产分别赋存于呈近SN向相间排列的5个凸起和5个凹陷构造中,铁、金等矿赋存于凸起,煤、石膏等矿赋存于凹陷。对凸起构造特征分析认为,南北方向相邻的凸起、凹陷构造本是一体,凹陷深部与凸起有相似的地质条件,相似类比理论为地质找矿工作提供了空间,应树立综合找矿和缺位找矿的思想,整合矿业权,实行整装统筹勘查。     

中国陆地海岸线尺度效应研究(英文)

Spatial scale is a fundamental problem in Geography. Scale effect caused by fractal characteristic of coastline becomes a common focus of coastal zone managers and researchers. In this study, based on DEM and remote sensing images, multi-scale continental coastlines of China were extracted and the fractal characteristic was analyzed. The results are shown as follows. (1) The continental coastline of China fits the fractal model, and the fractal dimension is 1.195. (2) The scale effects with fractal dimensions of coastline have significant differences according to uplift and subsidence segments along the continental coastlines of China. (3) The fractal dimension of coastline has significant spatial heterogeneity according to the coastline types. The fractal dimension of sandy coastline located in Luanhe River plain is 1.109. The dimension of muddy coastline located in northern Jiangsu Plain is 1.059, while that of rocky coastline along southeastern Fujian is 1.293. (4) The length of rocky coastline is affected by scale more than that of muddy and sandy coastline. Since coastline is the conjunction of sea, land and air surface, the study of coastline scale effect is one of the scientific bases for the researches on air-sea-land interaction in multi-scales.     

抗拔桩变形分析与有效桩长预测

以抗拔桩变形的理论分析为基础,选择双曲线荷载传递函数对桩的极限侧阻力进行合理取值,通过迭代法得到桩身受力情况,由此预测抗拔桩的＂有效桩长＂。结合工程实例进行了计算验证,证明该方法具有实用价值和推广意义。     

国内水文序列变异点分析方法及在各流域应用研究进展

变异点识别在区分气候变化和人类活动对水文过程的影响中具有十分重要的作用。近几十年来,国内水文序列变异点的研究逐渐发展,从最早的使用单一方法发展到由多种方法组成的水文序列变异点诊断系统和对部分方法的改进。同时,各种方法在中国各主要流域得到广泛应用,但是使用的方法不同,水文序列时间年限不同,得到的变异点的结果也不完全一致。本文将目前普遍采用的方法及在各流域的应用成果进行了系统总结,为今后水文序列变异点的方法改进及其在流域中的应用发展提供参考。     

Post‐Palaeozoic uplift history of southeastern Australia revisited: Results from a process‐based model of landscape evolution

Digital elevation models (DEMs) are widely relied upon as representations of the Earth's topographic morphology. The most widely used global DEMs available are ETOPO5, TerrainBase and JGP95E at a 5‐arc‐minute spatial resolution, and the GTOPO30 and GLOBE (version 1) global DEMs at a 30‐arc‐second spatial resolution. This paper presents the results of intercomparisons of these global DEMs over Australia, and with the GEODATA 9‐arc‐second DEM (version 1) of Australia. These DEMs were also compared to an independently produced, altimeter‐derived orthometric height database. This allows not only a totally independent assessment of the quality of these different DEMs over Australia, but also an insight into the ERS‐1 radar altimeter's ability to measure orthometric heights on land. The results of all these comparisons reveal large differences among the DEMs, with the greatest difference between JGP95E and ETOPO5 (mean 49 m, standard deviation ±274 m). The comparison with the altimeter‐derived database shows good agreement with the version 1 GEODATA DEM (mean 2 m, standard deviation ±27 m), thus demonstrating that the altimeter is a viable method for quality assessment of DEMs in lowland regions. A further conclusion is that the representation of the Australian land surface in both the JGP95E and TerrainBase global DEMs is more accurate than the higher resolution GLOBE (version 1) global DEM, even though JGP95E displays a disparity along the 140°E meridian because of the different data sources used in its construction.     

Effect of shape on holding capacity of plate anchors buried in soft soil

Plate anchor is one of the most common varieties of anchors used in the construction and maintenance work of various on-land and offshore structures. An accurate estimation of the uplift capacity of anchor foundations is necessary for an economical design as well as for the safety and stability of structures. This paper outlines the effect of shape of anchor plates on their breakout capacity, through a series of model tests. Both shallow and deep anchor behaviours were investigated under conditions developing suction force and without suction force. The results of these tests are presented in terms of load-displacement behaviour, variation of breakout factors (with and without suction force) with depth of embedment, the critical embedment depth of anchors and variation of suction force with embedment ratio. Further, the variations of breakout factor ratio with aspect ratio and embedment ratio are reported. Based on the experimental results and the model test results of other investigators an empirical relationship has been suggested to determine the shape factor and holding capacity of plate anchors buried in saturated cohesive soils.