全文获取类型
收费全文 | 1773篇 |
免费 | 330篇 |
国内免费 | 681篇 |
专业分类
测绘学 | 219篇 |
大气科学 | 108篇 |
地球物理 | 633篇 |
地质学 | 1212篇 |
海洋学 | 359篇 |
天文学 | 12篇 |
综合类 | 128篇 |
自然地理 | 113篇 |
出版年
2024年 | 10篇 |
2023年 | 36篇 |
2022年 | 60篇 |
2021年 | 81篇 |
2020年 | 103篇 |
2019年 | 123篇 |
2018年 | 103篇 |
2017年 | 104篇 |
2016年 | 108篇 |
2015年 | 130篇 |
2014年 | 132篇 |
2013年 | 138篇 |
2012年 | 152篇 |
2011年 | 124篇 |
2010年 | 129篇 |
2009年 | 121篇 |
2008年 | 118篇 |
2007年 | 128篇 |
2006年 | 144篇 |
2005年 | 123篇 |
2004年 | 99篇 |
2003年 | 76篇 |
2002年 | 49篇 |
2001年 | 56篇 |
2000年 | 46篇 |
1999年 | 56篇 |
1998年 | 35篇 |
1997年 | 34篇 |
1996年 | 37篇 |
1995年 | 23篇 |
1994年 | 25篇 |
1993年 | 16篇 |
1992年 | 16篇 |
1991年 | 12篇 |
1990年 | 9篇 |
1989年 | 5篇 |
1988年 | 5篇 |
1987年 | 7篇 |
1986年 | 3篇 |
1985年 | 2篇 |
1984年 | 2篇 |
1982年 | 1篇 |
1978年 | 1篇 |
1977年 | 1篇 |
1976年 | 1篇 |
排序方式: 共有2784条查询结果,搜索用时 0 毫秒
61.
泥沙淤积问题直接影响着三峡水库的使用寿命及综合效益的发挥,研究其入库水沙特性对于解决水库泥沙淤积问题具有重要意义。根据水文站实测数据,分析了三峡水库入库水沙输移特性及来源组成变化,重点研究了金沙江下游梯级水库运行后的三峡水库高洪水期入库水沙特性。结果表明:2003—2021年,三峡水库入库泥沙集中于汛期的高洪水期,2013年以后该现象更为显著,泥沙来源也由金沙江为主转变为嘉陵江为主。寸滩站洪峰流量高于50000 m3/s的高洪水期三峡入库沙量显著大于30000~50000 m3/s区间的高洪水期,三峡水库泥沙调度关键在于上游发生编号洪水期间。三峡水库上游沱江或嘉陵江等支流发生流域性大洪水时,易引起高洪水期入库水沙出现“小水大沙”的特点。金沙江下游梯级水库运行后,三峡水库高洪水期入库泥沙大幅减少,中小洪水调度期间泥沙淤积量也大幅减小。研究结果可为三峡水库的泥沙精细化调度和长期高效使用提供基础数据支撑。 相似文献
62.
基于ECMWF全球大气模型和中国地面气候资料日值数据集中新疆及周边的气象站气压数据,根据弹性地壳形变理论,采用移去-恢复法,利用负荷格林函数法和球谐函数法,计算新疆及周边区域2011~2015年大气负荷变化对地壳垂直、水平形变的影响,同时采用大气导纳方法计算大气变化对地面重力的影响。结果表明,大气负荷对新疆地区垂直形变的影响达到cm级,对地面重力的影响可达10μGal;大气负荷影响具有明显的季节性。 相似文献
63.
多煤层合层开发是提高煤层气井单井产量的关键技术,然而工程实践中大部分煤层合采存在层间干扰问题,致使合采产气量提升不明显。为了提高合层开发煤层气井的产气量与开发效率,以平顶山首山一矿煤层气合采四2煤层和二1煤层为例,基于煤层气赋存的地质条件,分析了合采层间干扰的影响因素及干扰规律,并提出了煤层合层开发层间干扰的控制方法。结果表明:造成四2煤层和二1煤层合层排采产量低的主要因素是储层压力梯度、临界解吸压力和渗透率。其中,两层煤的储层压力梯度分别为1.05 MPa/hm和0.519 MPa/hm;渗透率分别为0.25×10–3 μm2和1.4×10–5 μm2;临界解吸压力分别为1.16~1.69 MPa和0.40~0.46 MPa;另外,两煤层间距大,平均170 m左右。以上主要影响因素差异,造成两层煤合采时层间矛盾突出,干扰严重,总体产量低,井组煤层气开发效率低。基于现状问题,探索提出大间距多煤层大井眼双套管分层控制合采工艺方法,以实现两层煤分开控制达到合采产能叠加的目标,从而提高煤层气井合采产量和开发效果。研究认识将为平顶山及类似地质条件的矿区多煤层煤层气高效合层排采提供新的技术途径。 相似文献
64.
65.
66.
Multi‐temporal scale changes of streamflow and sediment load in a loess hilly watershed of China 下载免费PDF全文
Global climate change and diverse human activities have resulted in distinct temporal–spatial variability of watershed hydrological regimes, especially in water‐limited areas. This study presented a comprehensive investigation of streamflow and sediment load changes on multi‐temporal scales (annual, flood season, monthly and daily scales) during 1952–2011 in the Yanhe watershed, Loess Plateau. The results indicated that the decreasing trend of precipitation and increasing trend of potential evapotranspiration and aridity index were not significant. Significant decreasing trends (p < 0.01) were detected for both the annual and flood season streamflow, sediment load, sediment concentration and sediment coefficient. The runoff coefficient exhibited a significantly negative trend (p < 0.01) on the flood season scale, whereas the decreasing trend on the annual scale was not significant. The streamflow and sediment load during July–August contributed 46.7% and 86.2% to the annual total, respectively. The maximum daily streamflow and sediment load had the median occurrence date of July 31, and they accounted for 9.7% and 29.2% of the annual total, respectively. All of these monthly and daily hydrological characteristics exhibited remarkable decreasing trends (p < 0.01). However, the contribution of the maximum daily streamflow to the annual total progressively decreased (?0.07% year?1), while that of maximum daily sediment load increased over the last 60 years (0.08% year?1). The transfer of sloping cropland for afforestation and construction of check‐dams represented the dominant causes of streamflow and sediment load reductions, which also made the sediment grain finer. Copyright © 2015 John Wiley & Sons, Ltd. 相似文献
67.
Abhishek Kumar Singh Anirban Lakshman Amares Chattopadhyay 《Geomechanics and Geoengineering》2016,11(3):201-218
Heterogeneity, being a trivial feature inside the earth or in a geostructure, makes a strong basis for its consideration in the study of geomechanics. Inclusion of the concept of heterogeneity along with irregularity in the medium brings a novelty to the existing literature related to the study of the moving load. The present study investigates the effects of linear and exponential heterogeneity on the dynamic response due to a normal load moving with constant velocity on a rough irregular heterogeneous isotropic half-space in a comparative approach. Expressions for both normal and shear stresses for either case of heterogeneity have been established in closed form. Substantial effects of the affecting parameters such as depth, irregularity factor, maximum depth of irregularity, frictional coefficient, linear heterogeneity parameter and exponential heterogeneity parameter on normal and shear stresses for both the cases of heterogeneity have been observed. Numerical computation has been carried out and the effects of said parameters have been meticulously examined by means of graphs. Moreover, different cases of heterogeneity and homogeneity along with various types of irregularity namely rectangular, parabolic and no irregularity are compared which serve as a focal theme of the study. 相似文献
68.
This study has evaluated the vertical bearing capacity by conducting static load tests for noise-free and vibration-free screw pretensioned spun high-strength concrete (PHC) piles installed using two different methods (end-squirting shoe and pre-boring methods). Vertical bearing capacity differences seem to occur due to the displacement of soils near the external circumference of a pile, depending on the installation method. A method by which to evaluate the bearing capacity of screw concrete piles is suggested by considering the equations that already have been used to calculate the bearing capacity of piles. Based on static load tests and analysis, the pile installed using the end-squirting shoe method was assumed to be a bored pile and it was reasonable to use the equation proposed by the Japanese Geotechnical Society. At the same time, the pile installed using the pre-boring method was deemed a low soil displacement pile and so it was reasonable to apply the equations proposed for calculating the bearing capacity of the driven pile suggested by the Architectural Institute of Japan. 相似文献
69.
70.
超声回弹综合法检测单一构件混凝土强度推定值的保证率分析 总被引:1,自引:0,他引:1
在实际工程检测数据的基础上,利用M on te C arlo试验对单一构件混凝土强度推定值的保证率问题进行了分析。30片梁板实测数据分析结果表明:将构件各测区混凝土强度换算值的最小值作为该构件的混凝土强度推定值的保证率范围为79.0%~94.2%,小于《超声回弹综合法检测混凝土强度技术规程》(CECS 02:88)规定的95%保证率要求,因此,对结构性能鉴定而言该混凝土强度推定值是偏于不安全的,应引起试验检测人员的充分重视。 相似文献