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11.
In this paper, the seismic response of ‘infinitely’ long slopes is numerically analysed via the formulation of a 1D analytical/numerical model, in which the soil mechanical behaviour is assumed to be elasto‐perfectly viscoplastic and simple shear (SS) kinematical constraints are imposed. In order to simplify the problem, a theoretically based procedure to set up a fully 1D shear constitutive model is defined, within which the mechanical response of a multiaxial relationship is condensed. The use of a 1D shear constitutive model is aimed at reducing the number of unknowns and, therefore, the computational costs. In particular, the case of the Mohr–Coulomb yield criterion is considered, while an enhanced Taylor–Galerkin finite element algorithm is employed to simulate the seismic wave propagation within the soil stratum. The proposed ‘condensation’/calibration procedure captures both the ‘pseudo’‐hardening pre‐failure behaviour and the influence of dilation on the occurrence of strain‐localization, which characterize, under SS conditions, the static response of virgin perfectly plastic soils. The effectiveness of the conceived method is shown with reference to freshly deposited deposits, while, in the case of highly overconsolidated strata, some difficulties arise because of the brittle behaviour induced both by unloading and non‐associativeness. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   
12.
The major scope of the study is the assessment of landslide susceptibility of Flysch areas including the Penninic Klippen in the Vienna Forest (Lower Austria) by means of Geographical Information System (GIS)-based modelling. A statistical/probabilistic method, referred to as Weights-of-Evidence (WofE), is applied in a GIS environment in order to derive quantitative spatial information on the predisposition to landslides. While previous research in this area concentrated on local geomorphological, pedological and slope stability analyses, the present study is carried out at a regional level. The results of the modelling emphasise the relevance of clay shale zones within the Flysch formations for the occurrence of landslides. Moreover, the distribution of mass movements is closely connected to the fault system and nappe boundaries. An increased frequency of landslides is observed in the proximity to drainage lines, which can change to torrential conditions after heavy rainfall. Furthermore, landslide susceptibility is enhanced on N-W facing slopes, which are exposed to the prevailing direction of wind and rainfall. Both of the latter geofactors indirectly show the major importance of the hydrological conditions, in particular, of precipitation and surface runoff, for the occurrence of mass movements in the study area. Model performance was checked with an independent validation set of landslides, which are not used in the model. An area of 15% of the susceptibility map, classified as highly susceptible, “predicted” 40% of the landslides.  相似文献   
13.
This meta-analysis of land-cover transformations of the past 10–15 years in tropical forest-agriculture frontiers world-wide shows that swidden agriculture decreases in landscapes with access to local, national and international markets that encourage cattle production and cash cropping, including biofuels. Conservation policies and practices also accelerate changes in swidden by restricting forest clearing and encouraging commercial agriculture. However, swidden remains important in many frontier areas where farmers have unequal or insecure access to investment and market opportunities, or where multi-functionality of land uses has been preserved as a strategy to adapt to current ecological, economic and political circumstances. In some areas swidden remains important simply because intensification is not a viable choice, for example when population densities and/or food market demands are low. The transformation of swidden landscapes into more intensive land uses has generally increased household incomes, but has also led to negative effects on the social and human capital of local communities to varying degrees. From an environmental perspective, the transition from swidden to other land uses often contributes to permanent deforestation, loss of biodiversity, increased weed pressure, declines in soil fertility, and accelerated soil erosion. Our prognosis is that, despite the global trend towards land use intensification, in many areas swidden will remain part of rural landscapes as the safety component of diversified systems, particularly in response to risks and uncertainties associated with more intensive land use systems.  相似文献   
14.
Interannual to multidecadal modes in ocean/atmosphere dynamics in the North Atlantic region have been identified using sea salt aerosol proxy records from northern Greenland ice cores over the last 1,000 years. Sea salt concentrations show a consistent relationship with anomalies in the meridional pressure gradient over the North Atlantic region over all considered time scales. These pressure anomalies are connected to shifts in storm tracks, leading to lower pressure and higher storm activity, hence, higher sea salt export over the Greenland ice sheet. Two modes of long-term variability with a period of 10.4 years and 62 years could be identified. The latter is connected to long-term changes in sea surface temperature (SST) as documented by a high correlation of North Atlantic SST with our sea salt record over the last 150 years. Long-term reconstruction of these modes shows that the 10.4-year cycle has been a phenomenon persistent over the last millennium while the 62-year cycle has been mainly active after 1700. Accordingly, the longer-term persistence of this multidecadal variability in sea salt points also to significant variations in SST over the last 300 years.  相似文献   
15.
Slurry walls are non-structural barriers that are constructed underground to impede groundwater flow or manage groundwater control problems. The study area is in the Piemonte plain (Italy), close to the River Po. Quarrying works carried out below the piezometric surface created two big quarry lakes. The local groundwater system is characterized by a lower semi-confined aquifer, which is overlain by a semi-permeable bed of clayey peat (aquitard) and an upper unconfined aquifer. Locally, the peat fades away and the granulometry of this horizon becomes silty sandy. A planned enlargement of the quarry will increase the size and depth of the quarry lakes. So the aquitard bed between the two aquifers will be damaged, creating a mixing rate of groundwater. Such a procedure would not be compatible with the presence of two municipal wells upstream from the quarries. Consequently, the installation of a vertical diaphragm (slurry wall) is recommended to separate the aquifers and to act as a filter for the groundwater flowing from the unconfined to the semi-confined aquifer. To predict the consequences caused by the installation of the vertical diaphragm separating the unconfined aquifer and the semi-confined one, a specifically adjusted finite-difference model was used. The model showed a maximum rising of the water table equal to 12 cm, just upstream of the diaphragm and for a distance of about 100 m, and a maximum lowering of 2 cm just downstream of the diaphragm. However, the slurry wall would not cause any change in the piezometric head in the area where there are municipal wells and, hence, will not have any negative effect on the functionality of the municipal wells. Moreover, the migration of water from the unconfined aquifer through the vertical diaphragm will stimulate a series of attenuation and auto-depuration processes of eventual contaminants. These processes are due to the higher crossing time that the groundwater flow takes to go through the vertical barrier (t a = 96.5 days, whereas for the horizontal semi-permeable layer t a = 9.6 days). So, the vertical diaphragm can be a resolutive element, representing a mediation and separation factor between the unconfined and the semi-confined aquifers along the border of the quarrying areas, and a protective barrier for the water quality of the quarry lake and the semi-confined aquifer.  相似文献   
16.
通过对 1999年秋季一次突发性降水过程高空急流的分析 ,发现急流入口区南侧辐散 ,其低层辐合上升 ,当低层有印缅槽活动的时候 ,对流加强 ,印缅槽发展 ;急流入口区北侧辐合 ,其低层辐散下沉 ,有向南的非地转风  相似文献   
17.
山东南墅地区孔兹岩系变质矿物的成因及演化   总被引:3,自引:0,他引:3  
南墅地区孔兹岩系的变质矿物具有多成因、多世代的特征 ,其经历三阶段五幕的变质作用 ,形成了以Sil+Gt +Cord +Bi +Kf +Pl+Q为代表的共生矿物组合。通过对主要变质矿物成因及演化特征的分析 ,结合温压计估算 ,确定该区孔兹岩系峰期变质作用温度为 70 0~ 75 0℃ ,压力为 0 .6~0 .7GPa ,变质程度达角闪麻粒岩相。确立 pTt轨迹具顺时针演化特点 ,反映一种陆 -陆碰撞造山带式构造演化模式。  相似文献   
18.
依据煤层反射波运动学和动力学特征,提取出了波峰波谷振幅A1、平均频率Fa、主频带能量Qf1、低频带宽能量Qf和峰值频率Fmain等5个地地震特征参数。选取8组学习样本,利用4层BP(Back Propagation)人工神经网络模型,采用动量法和自适应调整的改进算法,训练BP网络,用训练好的BP网络预测煤层厚度。经实例验证,地震多参数BP网络预测煤层厚度精度高,是一种有效的煤厚预测方法。  相似文献   
19.
Zusammenfassung Im Sommer 1952 wurden von Prof.Otto Jaag im Zürichsee cine Reihe von Tiefenbohrungen ausgeführt. Ein Bohrkern von 830 cm L?nge, der in 140 m Seetiefe entnommen worden war, wurde pollenanalytisch durchge-gearbeitet. Der See erreicht an dieser Stelle seine gr?sste Tiefe, und sein Boden ist auf einer Fl?che von 1000 m Breite und 7000 m L?nge ganz flach, was dafür Gew?hr bietet, dass die Sedimentation ungest?rt vor sich gehen konnte. Der Bohrkern bestand aus tonreichem Mergel oder unreiner Soekreide, mit einzelnen Einlagerungen von Sand (Abb. 2). Er reichte bis in die waldfreie Zeit des Sp?tglazials hinab. Die Ergebnisse der Pollenanalyse sind in den Abbildungen 2 und 3 zusammengestellt. In Abbildung 2, rechts aussen, wird versucht, die Ablagerung nach den Zeitstufen vonBlytt-Sernander undFranz Firbas zu gliedern. Dabei ergaben sich Schwierigkeiten, und es ist fraglich, ob die natürlichen Grenzen in unserm Diagramm mit der zeitlich festgelegten Periodeneinteilung der oben genannten Forscher immer in übereinstimmung gebracht werden k?nnen. Auch wenn die gleiche Waldfolge gefunden wird, so dürften die Waldzeiten im Alpenvorland teilweise wesentlich früher in Erscheinung getreten sein als weiter gegen Norden hin.
Summary During the summer of 1952 several deep boring into the underground of the Zürich-see were carried out by Prof. Dr.O. Jaag. One boring core with a length of 830 cm obtained under 140 m lake water was carefully investigated by pollenanalysis. In the spot from where this core originated, the lake reaches its greatest depth and its bottom is entirely flat within an area of 1000 m to 7000 m, which guarantees that the sedimentary process could continue without disturbance. The boring core consisted of loamy marl or lake-lime (Seekreide) with very few sandy layers (Fig. 2). The eldest samples date from woodless late-glacial time. Results of pollenanalysis are summarized in Figures 2 and 3. In Figure 2 (right outside) it was tried to divide the deposit into time-periods according toBlytt-Sernander andF. Firbas. However there arose certain difficulties and it remains doubtful, whether the natural limits in our diagram agree in each case with the fixed periods of the above named authors. Even where the same sequence of forest-development is found it is likely that some of the same forestperiods were realized considerably earlier in the foreland of the Alps than in northernmore parts of Europe.


Die vorliegende Studie bildet einen Bestandteil der von Prof. Dr.O. Jaag organisierten Sediment-Untersuchung im Zürichsee. Die Durchführung der Bohrungen, die im Jahre 1952 stattfanden, wurde erm?glicht dank grosszügiger finanzieller Unterstützung durch dieVolkart-Stiftung, Winterthur, durch dieKulturkommission der Gemeinde Zollikon ZH sowie durch dieBeh?rden der Stadt und des Kantons Zürich. Bisher wurde ver?ffentlicht:H. Züllig,Sedimente als Ausdruck des Zustandes eines Gew?ssers, Schweiz. Z. Hydrol.18 (1956).  相似文献   
20.
Riassunto In una nota diA. Marussi è stato rilevato che se, dopo aver compensato una triangolazione con le sole condizioni intrinseche, si impongono ulteriori condizioni come la coincidenza di alcuni vertici in punti prefissati, è possible determinare con sufficiente precisione le coordinate dei rimanenti vertici attraverso corrispondenze analitiche che soddisfino le condizioni di contorno e col requisito di limitare gli errori lineari e angolari. — L'Autore della presente nota propone una nuova corrispondenza, cioè quella atta a rappresentare le deformazioni di una membrana o rete elastica sottoposta ad assumere una data configurazione; stabilisce le equazioni per la rete elastica piana e sferica; mette in evidenza come il principio fisico della minima energia e quello matematico dei minimi quadrati conducano alle medesime equazioni.
Summary A. Marussi has pointed out that if, after having compensated a triangulation with the intrinsic conditions only, we impose further conditions as the coincidence of some vertex in prefixed points, we can determinate the coordinates of the other vertex: that happens through analytical connections fulling contour conditions and limiting linear and angular errors.The present Author proposes a new connection, which is apt to represent the deformations of an elastic network which is to get a given configuration. He fixes the equations for the spherical and plane networks; points out how the physical principle of the least energy and the mathematical one of the least squares may give the same equations.
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