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991.
On August 8, 2017, a strong earthquake of M7.0 occurred in Jiuzhaigou County, Aba Prefecture, northern Sichuan. The earthquake occurred on a branch fault at the southern end of the eastern section of the East Kunlun fault zone. In the northwest of the aftershock area is the Maqu-Maqin seismic gap, which is in a locking state under high stress. Destructive earthquakes are frequent along the southeast direction of the aftershocks area. In Songpan-Pingwu area, only 50~80km away from the Jiuzhaigou earthquake, two M7.2 earthquakes and one M6.7 earthquake occurred from August 16 to 23, 1976. Therefore, the Jiuzhaigou earthquake was an earthquake that occurred at the transition part between the historical earthquake fracture gap and the neotectonic active area. Compared with other M7.0 earthquakes, there are few moderate-strong aftershocks following this Jiuzhaigou earthquake, and the maximum magnitude of aftershocks is much smaller than the main shock. There is no surface rupture zone discovered corresponding to the M7.0 earthquake. In order to understand the feature of source structure and the tectonic environment of the source region, we calculate the parameters of the initial earthquake catalogue by Loc3D based on the digital waveform data recorded by Sichuan seismic network and seismic phase data collected by the China Earthquake Networks Center. Smaller events in the sequence are relocated using double-difference algorithm; source mechanism solutions and centroid depths of 29 earthquakes with ML≥3.4 are obtained by CAP method. Moreover, the source spectrum of 186 earthquakes with 2.0≤ML≤5.5 is restored and the spatial distribution of source stress drop along faults is obtained. According to the relocations and focal mechanism results, the Jiuzhaigou M7.0 earthquake is a high-angle left-lateral strike-slip event. The earthquake sequence mainly extends along the NW-SE direction, with the dominant focal depth of 4~18km. There are few shallow earthquakes and few earthquakes with depth greater than 20km. The relocation results show that the distribution of aftershocks is bounded by the M7.0 main shock, which shows obvious segmental characteristics in space, and the aftershock area is divided into NW segment and SE segment. The NW segment is about 16km long and 12km wide, with scattered and less earthquakes, the dominant focal depth is 4~12km, the source stress drop is large, and the type of focal mechanism is complicated. The SE segment is about 20km long and 8km wide, with concentrated earthquakes, the dominant depth is 4~12km, most moderate-strong earthquakes occurred in the depth between 11~14km. Aftershock activity extends eastward from the start point of the M7.0 main earthquake. The middle-late-stage aftershocks are released intensively on this segment, most of them are strike-slip earthquakes. The stress drop of the aftershock sequence gradually decreases with time. Principal stress axis distribution also shows segmentation characteristics. On the NW segment, the dominant azimuth of P axis is about 91.39°, the average elevation angle is about 20.80°, the dominant azimuth of T axis is NE-SW, and the average elevation angle is about 58.44°. On the SE segment, the dominant azimuth of P axis is about 103.66°, the average elevation angle is about 19.03°, the dominant azimuth of T axis is NNE-SSW, and the average elevation angle is about 15.44°. According to the fault profile inferred from the focal mechanism solution, the main controlling structure in the source area is in NW-SE direction, which may be a concealed fault or the north extension of Huya Fault. The northwest end of the fault is limited to the horsetail structure at the east end of the East Kunlun Fault, and the SE extension requires clear seismic geological evidence. The dip angle of the NW segment of the seismogenic fault is about 65°, which may be a reverse fault striking NNW and dipping NE. According to the basic characteristics of inverse fault ruptures, the rupture often extends short along the strike, the rupture length is often disproportionate to the magnitude of the earthquake, and it is not easy to form a rupture zone on the surface. The dip angle of the SE segment of the seismogenic fault is about 82°, which may be a strike-slip fault that strikes NW and dips SW. The fault plane solution shows significant change on the north and south sides of the main earthquake, and turns gradually from compressional thrust to strike-slip movement, with a certain degree of rotation.  相似文献   
992.
The term "Chihsia limestone" of Nanking Hills was primarily appliedby F.v.Richthofen to all those calcareous formations underlain by Devonianquartzite and overlain by Permian coal series which carries the characteristicbrachiopod Lyttonia.For more than 50  相似文献   
993.
南苏鲁造山带的超高压变质岩及岩石化学研究   总被引:10,自引:0,他引:10  
在南苏鲁造山带核部,古老的表壳岩和花岗质侵人岩经历了三叠纪的超高压变质作用,在超高压变质岩石抬升过程中经历了强烈的角闪岩相退变质作用改造。据岩相学和岩石化学研究,可以区分出六大类典型超高压变质岩:榴辉岩、石榴石橄榄岩、石英硬玉岩、石榴石多硅白云母片岩、硬玉石英岩和石榴石绿辉石文石岩。这些岩石的角闪岩相退变质产物分别是斜长角闪岩、蛇纹岩、长英质片麻岩、长石石英云母片岩、石英岩和大理岩。地球化学研究揭示,榴辉岩的原岩很可能是形成在大陆内部构造环境的拉斑玄武岩,而石榴石橄榄岩可能是起源于亏损的残余地幔。石英硬玉岩原岩包括正变质的花岗岩和奥长花岗岩、副变质的酸性火山碎屑岩和长石石英砂岩。大面积分布的古老花岗岩很可能是形成在大陆或大陆边缘环境。长石石英云母片岩、石英岩和大理岩的原岩为沉积岩,与副变质的长英质片麻岩和基性火山岩—起构成了古老的表壳岩组合。双峰式的酸性和基性火山岩组合的存在也证明部分表壳岩是形成在大陆环境。因此,可以推测南苏鲁造山带核部的超高压变质岩原岩为形成在大陆板内环境的沉积岩—酸性和基性火山岩—花岗岩和奥长花岗岩建造。  相似文献   
994.
GPS RTK技术在地籍测量中的应用   总被引:10,自引:1,他引:10  
介绍了GPS测量技术中的载波相位实时动态测量(RTK)技术的基本原理、精度以及操作过程中的关键问题,探讨了RTK技术在地籍测绘中的应用,分析了地籍测量中的精度,得出了一些有益的结论。  相似文献   
995.
This paper describes the characteristics of the Special Sensor Microwave/Imager (SSM/I) onboard the Defense Meteorological Satellite Program (DMSP),analyzes absorbing,re-emitting and scattering effects of the atmospheric particles (especially cloud particles and rain drops).The inner physical cause of typhoon's representative form on microwave images is revealed.An index of particle size is then induced as such:Symmetrically inverse channel 85H's (85H is an abbreviation for channel 85.5 GHz in horizontal polarization,see Table 1 in the text.) absorption segment and put it into the extension of the scattering segment.The precipitation index was formed as the average of three elements:normalized 19H,normalized 37H,and inversed normalized 85H.It is approved that the image of particle size index overcomes some shortcomings of the single raw channel,such as:37H is not sensitive to large rain drops,85H is not sensitive to mid-size rain drops and can reveal typhoon's spiral structure more clearly.  相似文献   
996.
柴达木侏罗纪盆地性质及其演化特征   总被引:13,自引:2,他引:13  
根据侏罗纪地层分布、沉积特征和构造演化史的综合分析,柴达木盆地侏罗纪经历了两期不同盆地性质的发育和叠加,中侏罗世末期的中燕山运动是盆地性质的转变期。早中侏罗世盆地为南北向伸展构造环境下的断陷型盆地,主要表现为系列小型断陷盆地群,分布在祁连山南侧和阿尔金南缘断裂带附近;晚侏罗世(至白垩纪)为南北向挤压构造环境下的挤压型坳陷盆地,受南祁连山前冲断构造体系控制,其沉积范围明显变大。  相似文献   
997.
简要介绍了我国水井钻机和工程钻机现阶段的状况,并通过介绍国外顶驱液压动力头钻机、旋挖钻机的情况,提出水井钻机和工程钻机开发的建议。  相似文献   
998.
盾构近距离穿越已建隧道的施工影响分析   总被引:10,自引:0,他引:10  
随着城市地铁的持续建设,近接既有地下建筑进行施工的工程大量涌现。由于受地质条件和施工工艺的限制,盾构推进难免会对邻近建(构)筑物产生扰动,由此引发一系列的环境病害。针对过黄浦江行人观光隧道从上部穿越刚刚建成的上海地铁2号线越江区间隧道,建立了三维有限元计算模型,研究了由于盾构推进而引起的地层扰动变形的规律性,并对已建隧道产生的施工影响进行了分析,并给出了相关的结论。  相似文献   
999.
战玉宝  张利民  尤春安 《岩土力学》2004,25(Z1):133-136
在大量的城市地下施工过程中,地下管线的保护越来越受到重视,掌握施工区地下管线的敷设又是确保地下管线安全的前提。本文结合工程实例介绍了探地雷达的基本原理以及资料处理方法,并分析了探地雷达在探测管线分布中的应用效果。  相似文献   
1000.
应用三维数据的纬向空间小波变换方法,分析了北半球冬季环流的特征纬向波数及其与特征纬向波数相对应的北半球冬季环流的时空演变特征和规律。结果表明,北半球冬季环流的特征纬向波数分别是3,2和1。北半球冬季环流的3波活动主要在中纬度,2波活动主要在高纬度,1波活动则主要在低纬度。中纬度3波环流的槽脊线走向是东北-西南向,高纬度2波环流的槽脊线走向是西北-东南向,低纬度1波环流的槽脊线走向则又是东北-西南向。对应于各特征纬向波数,北半球的冬季环流从1949—1999年均表现出一种显著的系统东移特征,初步估计,北半球的冬季环流在过去50年中已大约向东移动了近5个经距。  相似文献   
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