全文获取类型
收费全文 | 5198篇 |
免费 | 832篇 |
国内免费 | 1348篇 |
专业分类
测绘学 | 342篇 |
大气科学 | 528篇 |
地球物理 | 1192篇 |
地质学 | 3076篇 |
海洋学 | 729篇 |
天文学 | 685篇 |
综合类 | 276篇 |
自然地理 | 550篇 |
出版年
2024年 | 14篇 |
2023年 | 51篇 |
2022年 | 106篇 |
2021年 | 145篇 |
2020年 | 193篇 |
2019年 | 213篇 |
2018年 | 174篇 |
2017年 | 186篇 |
2016年 | 224篇 |
2015年 | 264篇 |
2014年 | 295篇 |
2013年 | 348篇 |
2012年 | 301篇 |
2011年 | 323篇 |
2010年 | 266篇 |
2009年 | 361篇 |
2008年 | 363篇 |
2007年 | 399篇 |
2006年 | 399篇 |
2005年 | 370篇 |
2004年 | 292篇 |
2003年 | 267篇 |
2002年 | 218篇 |
2001年 | 221篇 |
2000年 | 167篇 |
1999年 | 206篇 |
1998年 | 164篇 |
1997年 | 137篇 |
1996年 | 128篇 |
1995年 | 101篇 |
1994年 | 92篇 |
1993年 | 66篇 |
1992年 | 57篇 |
1991年 | 54篇 |
1990年 | 35篇 |
1989年 | 62篇 |
1988年 | 25篇 |
1987年 | 23篇 |
1986年 | 16篇 |
1985年 | 16篇 |
1984年 | 10篇 |
1983年 | 6篇 |
1982年 | 5篇 |
1981年 | 9篇 |
1979年 | 1篇 |
1977年 | 1篇 |
1974年 | 1篇 |
1973年 | 2篇 |
1954年 | 1篇 |
排序方式: 共有7378条查询结果,搜索用时 171 毫秒
421.
A Combined Three-Dimensional Geological-Geostatistical-Numerical Model of Underground Excavations in Rock 总被引:1,自引:1,他引:1
Summary. This paper exploits geological and borehole geotechnical data obtained in the exploratory phase of a tunneling project to
investigate in a first place if the kriging interpolation scheme may effectively reproduce the spatial variability of rock
mass quality (Rock Mass Rating, RMR) in the vicinity of tunnels. For this purpose a quick solver in Fortran has been developed
that performs variography analysis of 3D spatial data, fast kriging estimations of RMR between borehole sampling locations
at the centroids of the elements of the numerical model, and model validation. For the purpose of an integrated underground
excavation design, a step further is made by incorporating into the 3D mechanical numerical model of the rock mass, the three-dimensional
(3D) solid geological model, thus coupling the geology with the ground (geotechnical) model (i.e. each element of the numerical
model is assigned a geological material). The mechanical properties of each finite difference cell (or Representative Elementary
Volume) of the ground model were then prescribed according to its geological type, the spatial heterogeneity of the rock mass
expressed quantitatively with the kriging model, and the upscaling calculations of the mechanical properties of the intact
rocks determined in the laboratory, based on the size-effect (strength dependence on size) and Damage Theory. Furthermore,
a preliminary numerical simulation of the advance of unsupported tunnels in the model of the heterogeneous rock mass was performed
for illustration purposes. 相似文献
422.
JEFF WARBURTON 《Geografiska Annaler: Series A, Physical Geography》2007,89(1):95-101
The sediment mass balance equation is the fundamental concept which underpins most sediment budget studies in cold climate environments. In these environments the interchange between water and ice plays a predominant geomorphological role. Such environments show a large variety of geomorphic processes which are conditioned by both contemporary environmental conditions but also the legacy of past events. In the northern Europe/Arctic fringe these cold regions are distributed in a fragmented fashion and are likely to be very sensitive to climate change scenarios. The significance of such changes for sediment transfer can only be established if we have good contemporary process understanding, the necessary tools to carefully monitor and model such changes, and can apply such methods at appropriate scales which integrate both sediment sources and sinks. 相似文献
423.
424.
Guo Qiliang 《中国地震研究》2007,21(3):345-354
The hydrofracturing technique has developed into a reliable and practical method for determining the original three-dimensional crustal stress state of underground caverns,the load-bearing capacity of a high pressure cavern itself,and the high pressure hydraulic permeability of rock masses,and has also been extensively used in disposal of nuclear waste,long and deeply-buried traffic channels and high-pressure cavern engineering for hydraulic power plants.The practice shows that the comprehensive measurement of the physical parameters of the rock mass and taking full use of the wall rock load-bearing capacity to optimize the engineering design hold are very useful in ensuring the engineering safety and improving the design level. 相似文献
425.
A simple two-domain bucket model of fractured soil was coupled with a stochastic model of rainfall variability, in order to investigate the climate and soil controls upon the stochastic properties of the triggering of fracture flow and surface runoff, and the partitioning of rainfall between the matrix and fracture domains and surface runoff. Conventionally, soils are regarded as time domain filters between rainfall and hydrological response. This investigation highlights an additional type of threshold filtering especially important in understanding the infiltration behaviour of fractured soils, for which an event-based characterisation of rainfall in modelling is crucial. A priori-definable indices were derived which are capable of describing elements of this threshold filtering, by allowing the statistical properties of fracture flow- and surface runoff-triggering storms (i.e., mean and variance of storm duration, intensity and effective inter-storm period, as well as cumulative partitioning of rainfall), to be inferred directly from average storm and soil properties. Using these indices, the long-term response of fractured soils, including the long-term hydrological importance of fractures, can be estimated without simulation. 相似文献
426.
海量数据CDT快速建立及其实时更新 总被引:3,自引:0,他引:3
对海量地形数据快速整体CDT生成、实时更新等算法进行了研究,并在AutoCAd环境下研制了公路数字地面模型软件BID-Land,实现了与公路CAD的集成。190多公里国家重点公路工程勘察设计中的实际应用表明,程序算法具有很强的实用性、极高的效率和良好的地形模拟精度。 相似文献
427.
介绍用带权约束平差原理编制的工程控制网试验修正法设计和平差程序,并用于设计工程导线和平差变形观测控制网等实际工程的例子,据此提供一些结论和建议. 相似文献
428.
本文对GPS短边方位测量中遇到的问题进行了探讨,如仪器的检验,数据剔除率,检核测量误差的方法和方位平差及精度估计等。通过分析推导得出GPS方位边的平差公式和精度估计公式。 相似文献
429.
430.
断裂构造研究进展对工程地质学的启示 总被引:4,自引:0,他引:4
在长期地质作用下形成的岩体和岩体结构是工程地质学研究的基本内容,它们的形成和演化主要受控于构造作用,而系统地解析体所经历的构造作用是认知岩体结构,抽象和概括岩体工程地质模型的突破口,因此,重视和应用现代构造地质学研究的新理论,新方法必将会对岩体工程地质学研究起着重要的指导意义。本文系统总结了与工程地质研究相关的现代构造地质学理论和思维观的研究进展,在此基础上分析了这些理论方法对工程地质工作的启示和指导意义,希望起到抛砖引玉的作用。 相似文献