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151.
To better understand the effect of fluid distribution on the electric response of rocks saturated with oil and brine, we conducted experimental studies on the complex electrical impedance in a Berea sandstone, together with in situ acquisitions of oil distribution images employing a high‐resolution medical X‐ray computed tomography. We performed two tests of brine displacement by oil under high (10 MPa) and low (5 MPa) pressures, which were accompanied by fingering and stable displacement patterns, respectively. The measured complex impedance data were fitted to the Cole model to obtain the resistance, capacitance, peak frequency of the imaginary impedance, and the exponent α of the rock–fluid system. With increasing oil saturation, the resistance showed an increasing trend, whereas the other three parameters decreased. The fingering displacement exhibited lower resistance and capacitance than the stable displacement. The analysis of the resistance changes using a simple parallel connection model indicates that there are more components of residual brine in parallel connections in the fingering pattern than in the stable displacement pattern at the same saturation. We also interpreted the normalised changes in the capacitance (or apparent dielectric constant) with respect to the oil saturation via an analysis of the shape factor of fluid distribution based on the Maxwell–Wagner–Brugermann–Hanai model. The changes in the shape factor suggest that the pinch‐off of the brine in parallel connection by the oil is a dominant mechanism reducing the capacitance. In the stable displacement, most of the connections in the brine phase are immediately pinched off by oil displacement front at a local oil saturation of 65%. Conversely, in the fingering displacement, there is a transition from the bulk or layered brine to the pinched‐off at a local oil saturation below 60%. The analyses indicate that the difference in the fluid distribution under different fluid conditions is responsible for the non‐Archie behaviour.  相似文献   
152.
A continuous section of Numidian sandstones cropping out along the eastern margin of the Lucanian Apennine (southern Italy) has been studied in relation to its petrographic and geochemical aspects. Owing to their simple mineralogy, both chemical and petrographic classifications indicate that the sandstones are subarkoses. They are characterized by high mineralogical maturity, poor sorting, abundant siliciclastic matrix and subangular quartz grains. The principal composition is Q80–94 F6–20 L0–1 corresponding to SiO2/Al2O3 and Fe2O3/K2O ratios ranging from 37·216 to 17·124 and from 1·182 to 0·514 respectively. Two quartz grain types were distinguished: deformed and undeformed quartz grains, the former generally subangular in shape and the latter rounded. Two distinct origins of detritus can be suggested; (i) the undeformed and rounded quartz grains derive from arenaceous continental sequences; (ii) the siliciclastic matrix, the deformed subangular quartz grains, the heavy minerals and the large crystals of K-feldspar probably derive from a crystalline basement formed by low–medium–high grade metamorphic rocks and granitoids. The Numidian subarkoses represent the mixing of these two components. Both kinds of detritus can be referred to the African Craton where crystalline basement is extensively overlain by Palaeozoic and Mesozoic sandstones. The different proportions of the two components in the mixture account for the variability of the sandstone composition and might explain the mixed Numidian successions cropping out in various sectors of the Mediterranean area. Copyright © 1998 John Wiley & Sons, Ltd.  相似文献   
153.
松辽盆地北部深层砂岩成岩作用与孔隙演化   总被引:14,自引:2,他引:12  
松辽盆地北部深层砂岩成岩作用强,原生孔隙保存差。深层砂岩只有出现大量的次生孔隙,才能具有较好的储集性能。本文通过偏光显微镜、扫描电镜和显微热台等分析方法,研究了松辽盆地深层砂岩岩石类型,成岩作用特征和各成岩阶段砂岩孔隙的演化,表明胶结作用是影响深层砂岩储层物性变差的主要原因,浊沸石胶结物的溶解是深部砂岩储集性能得以改善的主要原因。  相似文献   
154.
赵怡晴  吴常贵  金爱兵  孙浩 《岩土力学》2020,41(7):2233-2240
采用核磁共振、电镜扫描、X射线衍射、单轴压缩等试验手段对某砂岩试样不同温度下(25~900 ℃)微观结构及力学性质的变化情况进行研究。研究表明:温度对砂岩试样微观结构具有重要影响,试样总孔隙率随温度的升高而升高,在150 ℃以下,由于中、大孔隙的减少,试样渗透性反而降低;当温度超过600 ℃时,中、大孔隙快速增加,试样渗透性能大幅增加;温度升高导致砂岩试样弹性模量减小、峰值应变增大以及孔隙压密阶段变长,宏观表现为脆性降低、塑性明显增强;热处理条件下,除微观结构的变化会导致砂岩试样力学强度改变外,试样矿物成分对其力学强度也具有十分重要的影响;450 ℃以下,由于矿物成分变化较小,试样力学强度主要受到孔隙度增加的影响,表现为强度随温度升高而降低;450~600 ℃,虽然孔隙率继续增长,但由于主要矿物高岭石发生脱水以及与其他离子形成新相矿物,进而导致试样强度没有随着孔隙增加而降低,反而出现一定的增长;超过600 ℃后,孔隙尤其是大孔隙的急剧增加,导致强度重新开始降低。  相似文献   
155.
综合采用岩心、薄片和成像测井等资料,对库车坳陷克深气田白垩系巴什基奇克组构造裂缝的形成序列、分布规律和影响因素进行了研究。结果表明:剪切裂缝和张性裂缝在克深气田均有发育,以直立缝和高角度缝为主,主要形成于近南北向的挤压作用、背斜弯曲拱张作用和异常流体高压作用,微观裂缝切穿胶结物和部分颗粒,早期充填构造裂缝可在后期构造应力和异常流体高压作用下重新裂开成为有效裂缝。克深气田发育3期构造裂缝,其中第3期构造裂缝的形成时间与天然气大量充注期吻合,是工业规模性气藏形成的关键因素。单个断背斜高部位的构造应力低于背斜翼部,因此背斜高部位的构造裂缝线密度相对较低,但背斜弯曲变形使裂缝开度较大,有效性好,单井的无阻流量较高;翼部和断层附近构造裂缝线密度较大,但开度较小,有效性差;构造应力、岩石强度和变形时间的不同造成了构造裂缝特征在各气藏之间具有差异性。储层中部第3砂层组的构造裂缝发育程度中等,充填程度相对较低,并且平面上分布连续,可形成连片分布的储层“甜点”区,应成为克深气田开发中的重点层位。对克深气田构造裂缝起主要贡献作用的为水下分流河道和河口坝微相的粉‒细砂岩。  相似文献   
156.
在“雄县模式”和环境压力的双重驱动下,河北地区已形成我国最大的地热供暖城市群。因此,研究武城凸起地热田地热地质特征,对河北省故城县地热开发具有重要的指导意义。本文通过测井、地震和区域地质资料,结合水化学特征、同位素测试结果的分析,系统分析了地热田的不同类型热储展布、储集层物性、地下热水补给来源和循环路径特征,并精细评价了地热资源量。结果表明武城凸起地热田热储类型主要为馆陶组砂岩热储和奥陶系岩溶热储。砂岩热储区域稳定分布,主要产水层为下馆陶组,底板埋深1 200~1 600 m,单井出水量79~123 m3/h, 井口水温52~54 ℃;岩溶热储有利区带主要分布在寒武—三叠系卷入的背斜核部,呈南北向带状展布,主要产水层为上马家沟组、下马家沟组和亮甲山组,顶板埋深2 100~2 900 m,单井出水量75~98 m3/h,井口水温82~85 ℃。地下热水来源为西部太行山脉和北部燕山山脉,热水沿着NE-SW向断裂破碎带和岩溶不整合面向上水平运移进入浅层热储,通过沧县隆起和邢衡隆起在武城凸起汇集,形成中低温地热田。地下热水质类型为Cl-Na型,最大循环深度为2 822.5~3 032.5 m,14C测年表明砂岩热储和岩溶热储年龄分别为21 ka和32 ka。明化镇组和石炭—二叠系分别为两套热储的直接盖层。武城凸起地热田地热资源量分层精细评价结果表明,热储地热资源量合计4.86×1010 GJ,折合标煤16.6×108 t。年可开采地热资源量可满足供暖面积1.1×108 m2,市场开发潜力巨大。  相似文献   
157.
通过岩心和薄片观察,利用荧光显微镜、阴极发光显微镜、同位素质谱仪、冷热台等设备,对鄂尔多斯盆地长7油层组强钙质胶结砂岩及其附近含油砂岩开展研究。结果表明:钙质胶结是致密砂岩储层含油非均质性的主要因素,胶结期次主要为一期;簇同位素揭示该期钙质胶结物的形成温度为18~42℃,对应地质时代为中晚三叠世—中侏罗世,为早成岩期产物,推测与盆地早期小规模构造运动相关;相邻的含油砂岩中油气包裹体伴生的同期盐水包裹体的均一化温度为90~120℃,结合盆地模拟揭示油气主要为一期充注,充注期为100~130 Ma,处于早白垩世;长7油层组不含油致密砂岩内钙质胶结物形成时间早于含油砂岩内石油的充注时间。  相似文献   
158.
Deep (> 5 m) sheeting fractures in the Navajo sandstone are evident at numerous sites in southern Utah and derive from tectonic stresses. Strong diurnal thermal cycles are, however, the likely triggers for shallow (< 0.3 m) sheeting fractures. Data from subsurface thermal sensors reveal that large temperature differences between sensors at 2 and 15 cm depth on clear summer afternoons are as great as those that trigger sheeting fractures in exposed California granite. Extensive polygonal patterns in the Navajo sandstone are composed of surface-perpendicular fractures and were produced by contractile stresses. Numerous studies have shown that porewater diminishes the tensile strength of sandstone. Based on our thermal records, we propose that cooling during monsoonal rainstorms triggers polygonal fracturing of temporarily weakened rock. On steep outcrops, polygonal patterns are rectilinear and orthogonal, with T-vertices. Lower-angle slopes host hexagonal patterns (defined by the dominance of Y-vertices). Intermediate patterns with rectangles and hexagons of similar scale are common. We posit that outcropping fractures are advancing downward by iterative steps, and that hexagons on sandstone surfaces (like prismatic columns of basalt) have evolved from ancestral orthogonal polygons of similar scale. In lava flows, fractures elongate intermittently as they follow a steep thermal gradient (the source of stress) as it rapidly moves through the rock mass. In our model, a steep, surficial thermal gradient descends through unfractured sandstone, but at the slow pace of granular disintegration. Through time, as the friable rock on stable slopes erodes, iterative cracking advances into new space. Hexagonal patterns form as new fractures, imperfectly guided by the older ones, propagate in new directions, and vertices drift into a configuration that minimizes the ratio of fracture length to polygon area. © 2020 John Wiley & Sons, Ltd.  相似文献   
159.
为了预测砂体分布规律与岩性圈闭有利区带,指导下一步勘探,采用微观组分特征、岩石结构、粒度分布特征和沉积微相分析等方法,分析研究了高青砂岩体的沉积模式。研究表明,高青砂岩体的沉积微相有水下分流河道、河口砂坝、前缘席状砂沉积、砂泥互层沉积、前扇三角洲深水湖泊沉积。砂岩体的沉积模式分为三种:下部(G3)属(扇)三角洲水下部分沉积,中部(G2)属三角洲水下部分沉积,但湖泊中心和沉积中心进一步向南东方向迁移,上部(G1)与中部相似,但水下主分流河道以向南南东方向展布为主。根据高青砂体所处的构造位置及砂体与围岩的相互关系,确定了砂岩体的沉积环境为扇三角洲前缘与前扇三角洲。  相似文献   
160.
In October 1965 and February 1966, 55 Young-pits were installed in tropical Northern Territory (NT) and temperate New South Wales (NSW). Pits were monitored in 1968, 1971 and 1974; also, for the NT only, in 1988. In each region, half of the pits are on weathered granite, and half on sandstone. Local relief is 30m or less, and slopes are up to 20°. Annual rainfall is evenly distributed in the NSW sites (800 mm a−1), but is confined to the five to six month wet season in NT (1200 mm a−1). Six pits suffered external disturbance and so were not analysed. Analysis of 160 rods in 49 undisturbed pits shows: (1) vectorial movement generally not downslope parallel to the ground surface, but dominated by a vertically downward component; (2) significant uphill and vertically upward components of movement for many rods; (3) a weak correlation between total movement and sine of slope; (4) rapid movement during 1965-68, and slow movement thereafter; (5) significantly higher creep rates on the NT granites than on all other sites, perhaps because mound-building termites are especially active there. We conclude that our data do not support soil creep models which assume that all movement is downslope and slope-parallel. Repeated long-term measurements are essential to distinguish long-term creep rates from the short-term effects of disturbance. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   
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