全文获取类型
收费全文 | 2447篇 |
免费 | 377篇 |
国内免费 | 571篇 |
专业分类
测绘学 | 39篇 |
大气科学 | 178篇 |
地球物理 | 389篇 |
地质学 | 1484篇 |
海洋学 | 447篇 |
天文学 | 4篇 |
综合类 | 87篇 |
自然地理 | 767篇 |
出版年
2024年 | 11篇 |
2023年 | 27篇 |
2022年 | 91篇 |
2021年 | 90篇 |
2020年 | 141篇 |
2019年 | 144篇 |
2018年 | 118篇 |
2017年 | 111篇 |
2016年 | 124篇 |
2015年 | 132篇 |
2014年 | 165篇 |
2013年 | 180篇 |
2012年 | 161篇 |
2011年 | 187篇 |
2010年 | 139篇 |
2009年 | 158篇 |
2008年 | 133篇 |
2007年 | 153篇 |
2006年 | 156篇 |
2005年 | 119篇 |
2004年 | 124篇 |
2003年 | 122篇 |
2002年 | 86篇 |
2001年 | 78篇 |
2000年 | 77篇 |
1999年 | 75篇 |
1998年 | 52篇 |
1997年 | 57篇 |
1996年 | 40篇 |
1995年 | 38篇 |
1994年 | 24篇 |
1993年 | 17篇 |
1992年 | 13篇 |
1991年 | 9篇 |
1990年 | 8篇 |
1989年 | 8篇 |
1988年 | 7篇 |
1987年 | 1篇 |
1986年 | 4篇 |
1985年 | 3篇 |
1984年 | 5篇 |
1983年 | 2篇 |
1982年 | 3篇 |
1981年 | 2篇 |
排序方式: 共有3395条查询结果,搜索用时 109 毫秒
61.
62.
Site investigation and evaluation of properties of soil or rock are important aspects of geotechnical design. Determination of the ground stiffness is one of the important parameters in geotechnical engineering. Since the measurement of shear modulus is very sensitive to soil disturbance, especially for sand, determination of the stiffness of soil in the field is more reliable than in laboratory tests on sampled specimens. Measurement of shear modulus is one of the most common applications of self-boring pressuremeter testing. As an in situ device, the pressuremeter provides a unique method for assessing directly the in situ shear modulus of a soil. This paper describes a laboratory study of silica sand stiffness, which varies with stress level and strain amplitude. The results show that the elastic shear modulus value is mainly dependent on the value of the mean effective stress and relative density. 相似文献
63.
Accidental spills of hydrocarbons, such as Light Non-Aqueous Phase Liquids (LNAPLs), are one of the most common sources of subsurface contamination. Migration of LNAPL in a porous medium is influenced by various factors such as the number of fluids present in the unsaturated/saturated zones and the proportion of pores occupied by each fluid. The results for relationship between matric suction and degree of saturation are presented in this paper for water–air, water–LNAPL and LNAPL–air systems in a sand. A simple and reliable setup using Buchner funnel was designed to obtain these relations. It was found that the relationship between matric suction head and degree of saturation is hysteretic for all the fluid systems (water–air, water–LNAPL and LNAPL–air). Furthermore, the amount of hysteresis depended upon the fluid system, with the maximum hysteresis occurring for water–air system. The results suggest that the amount of trapped air depends upon the reversal degree of saturation from drying to wetting. 相似文献
64.
ABSTRACT A process‐based facies model for asymmetric wave‐influenced deltas predicts significant river‐borne muds with potentially lower quality reservoir facies in prodelta and downdrift areas, and better quality sand in updrift areas. Many ancient barrier‐lagoon systems and ‘offshore bars’ may be better reinterpreted as components of large‐scale asymmetric wave‐influenced deltaic systems. The proposed model is based on a re‐evaluation of several modern examples. An asymmetry index A is defined as the ratio between the net longshore transport rate at the mouth (in m3 year?1) and river discharge (in 106 m3 month?1). Symmetry is favoured in deltas with an index below ≈ 200 (e.g. Tiber, lobes of the Godavari delta, Rosetta lobe of the Nile, Ebro), whereas deltas with a higher index are asymmetric (e.g. Danube – Sf. Gheorghe lobe, Brazos, Damietta lobe of the Nile). Periodic deflection of the river mouth for significant distances in the downdrift direction occurs in extreme cases of littoral drift dominance (e.g. Mahanadi), resulting in a series of randomly distributed, quasi‐parallel series of sand spits and channel fills. Asymmetric deltas show variable proportions of river‐, wave‐ and tide‐dominated facies both among and within their lobes. Bayhead deltas, lagoons and barrier islands form naturally in prograding asymmetric deltas and are not necessarily associated with transgressive systems. This complexity underlines the necessity of interpreting ancient depositional systems in a larger palaeogeographic context. 相似文献
65.
66.
粘粒含量对南京粉细砂液化影响的试验研究 总被引:16,自引:1,他引:16
南京粉细砂是一种以片状颗粒成分为主的粉细砂,与通常的圆形颗粒石英砂有一定区别,片状颗粒成分使得南京粉细砂具有各向异性的性质。通过对不同粘粒含量的南京粉细砂进行液化试验,分析其试验结果发现:对于粘粒含量ρc=5%、10%和15%三种情况,在均压固结情况下,当南京粉细砂达到初始液化时,采用变形标准和孔压标准是一致的;而偏压固结时,只能采用变形标准作为南京粉细砂达到初始液化的标准,此时振动孔压仅达到围压的50%-70%。粘粒含量对南京粉细砂的抗液化强度影响很大,随粘粒含量增加,在不同固结比时,其抗液化强度并不是单调变化,而是在粘粒含量ρc=10%左右处于一个低谷,其抗液化强度最低。 相似文献
67.
68.
一次沙尘暴天气及沙尘输送过程的数值模拟 总被引:15,自引:3,他引:15
刘毅 《南京气象学院学报》1997,20(4):511-517
动用MM4中尺度动力学模式结合沙尘气溶胶传输模式。模拟分析了1992年4月22日发生的一次沙尘暴天气及沙尘输送过程。 相似文献
69.
砂岩岩脉(岩墙、岩床)的一种可能成因——冲蚀沟槽的充填 总被引:2,自引:0,他引:2
钟建华 《沉积与特提斯地质》1997,17(2):32-36
黄河三角洲的边滩、心滩上发育了大量冲蚀沟槽(冲槽).这些冲蚀沟槽深数厘米至1m~2m,宽数厘米至数米,长数十厘米至十几、二十余米,但以深数十厘米,宽数厘米至十余厘米,长数米者多见。形态多样,有直立板片状、直立楔状、“⊥”状、梯形状、“U”形状及树枝状等,其内有时被风成砂充填。经成岩作用后,它们便会转变成砂岩岩脉(岩墙、岩床)。因此,冲蚀沟槽的(砂)充填可能是一种砂岩岩脉(岩墙、岩床)的形成方式. 相似文献
70.
粒度分析在塔克拉玛干沙漠研究中的应用 总被引:18,自引:6,他引:18
本文重点探讨了塔克拉玛干沙漠的风成沙粒度组成特征及其与物源的关系,同时对沙丘的下伏地层沙、现代河流沙及丘间地沙的粒度组成也进行了对比。通过对该沙漠第四纪沉积物的粒度分析,证实了风成沙的粒度分布以极细沙为主,不含粗沙,粉沙含量极小;粒度组合、分选主要受营力和源区物质制约,结果使粒度空间分布形成格局。总之,通过粒度分析得到一系列量化指征,可为研究风沙流运动,探讨沉积环境和改造沙漠、发展沙产业提供理论依据。 相似文献