全文获取类型
收费全文 | 415篇 |
免费 | 108篇 |
国内免费 | 134篇 |
专业分类
测绘学 | 4篇 |
大气科学 | 63篇 |
地球物理 | 134篇 |
地质学 | 373篇 |
海洋学 | 30篇 |
天文学 | 8篇 |
综合类 | 23篇 |
自然地理 | 22篇 |
出版年
2024年 | 2篇 |
2023年 | 6篇 |
2022年 | 17篇 |
2021年 | 21篇 |
2020年 | 12篇 |
2019年 | 21篇 |
2018年 | 14篇 |
2017年 | 15篇 |
2016年 | 18篇 |
2015年 | 22篇 |
2014年 | 26篇 |
2013年 | 29篇 |
2012年 | 30篇 |
2011年 | 43篇 |
2010年 | 31篇 |
2009年 | 24篇 |
2008年 | 31篇 |
2007年 | 46篇 |
2006年 | 45篇 |
2005年 | 33篇 |
2004年 | 32篇 |
2003年 | 16篇 |
2002年 | 15篇 |
2001年 | 4篇 |
2000年 | 10篇 |
1999年 | 17篇 |
1998年 | 12篇 |
1997年 | 7篇 |
1996年 | 12篇 |
1995年 | 13篇 |
1994年 | 8篇 |
1993年 | 2篇 |
1992年 | 2篇 |
1991年 | 4篇 |
1990年 | 2篇 |
1989年 | 8篇 |
1988年 | 1篇 |
1987年 | 2篇 |
1986年 | 2篇 |
1978年 | 2篇 |
排序方式: 共有657条查询结果,搜索用时 328 毫秒
121.
122.
Transient bifurcation condition of partially saturated porous media at finite strain 总被引:1,自引:0,他引:1
下载免费PDF全文
![点击此处可从《国际地质力学数值与分析法杂志》网站下载免费的PDF全文](/ch/ext_images/free.gif)
Xiaoyu Song 《国际地质力学数值与分析法杂志》2017,41(1):135-156
Bifurcation of unsaturated soils into a localized shear band is a ubiquitous failure mode of partially saturated soils. The density and degree of saturation have major impacts on the inception of localized deformations in unsaturated soils. Unsaturated fluid flow may dramatically change the density and degree of fluid saturation of unsaturated soils. Therefore, the unsaturated fluid flow is a potential trigger for shear banding in such materials. In this paper, we derive a simplified bifurcation condition of localized deformation in unsaturated soils under the local transient condition at finite strain. This transient bifurcation condition is implemented into a nonlinear finite element code to study the inception of localized deformation in unsaturated soil specimens. Numerical simulations are conducted to study the impact of soil fabrics of density, a ‘bonding’ variable, and intrinsic permeability on the inception of localized failures via the transient bifurcation criterion. Mesh sensitivity analysis is performed to demonstrate the viscosity effect of unsaturated fluid flow on the localized deformation. Numerical simulations demonstrate that the transient bifurcation condition can detect the localized deformation triggered by the internal unsaturated fluid flow process in unsaturated soils. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
123.
124.
阿留申低压低频变化及其相关的瞬变动力学过程分析 总被引:2,自引:0,他引:2
利用NCEP/NCAR 1979—2013年的再分析资料,研究了冬季阿留申低压低频变化的环流特征,探讨了阿留申低压低频变化形成和维持的相关天气尺度瞬变强迫机制。冬季阿留申低压的低频变化在850 h Pa环流场上表现为北太平洋海盆区一个异常气旋/异常反气旋在局地强弱变化的过程,即阿留申低压在低频尺度上先异常增强/减弱随后逐渐恢复正常态的演变过程;850 h Pa上大气温度低频变化表现为低频冷中心在西北太平洋建立并逐渐东移的过程。对天气尺度瞬变扰动活动及其强迫的异常进行分析表明,北太平洋海盆区上空的瞬变动力强迫在阿留申低压异常增强的时期为负异常,有利于阿留申低压低频变化异常空间型的形成和维持。由瞬变热力强迫异常引起的温度倾向异常场表现为北太平洋中部以40°N为界南正—北负的空间分布,其南部正异常在一定程度上抑制和削弱了低频冷中心向南的扩张。 相似文献
125.
煤矿井下越界开采扰乱煤炭资源开发秩序,同时存在巨大的安全隐患,准确探测越界开采采空区及其边界对安全采掘极为重要。常规的矿井瞬变电磁探测方法容易受到巷道中的金属和电磁信号干扰,探测精度有限,难以满足采空区边界精准解释的需求。为了解决这一问题,提出一种钻孔中收发信号的钻孔瞬变电磁方法和施工工艺,利用其远离巷道和靠近异常体的特点,提高异常信号在实测数据中的占比;并研究可行域约束的OCCAM反演算法,进一步减小体积效应影响,实现了对越界开采采空区的电阻率精细成像。结合山西某煤矿的工程实践,对该方法精准探测邻矿越界开采采空区规模、性质的实用性和有效性进行了检验。结果表明,钻孔瞬变电磁方法是矿井地球物理技术与钻探工艺技术的高效结合和有益补充,基于可行域约束的OCCAM反演算法能够有效应用于越界开采采空区的边界精确成像解释。 相似文献
126.
为了分析降雨入渗条件下粗粒土路堤暂态饱和区发展规律及稳定性,结合工程实际及气象资料,通过拟定不同的降雨计算方案,采用饱和-非饱和渗流理论对粗粒土路堤边坡在不同降雨条件下雨水入渗过程进行数值模拟.研究结果表明:降雨过程中路堤边坡表面会形成一定范围的暂态饱和区,暂态饱和区的形成及发展过程与降雨强度及降雨时间密切相关;降雨入渗仅会引起路堤边坡坡面以下水位线的大幅上升,对路堤中部地下水位线影响较小;降雨停止后,路堤上部暂态饱和区迅速消散,而路堤中下部暂态饱和区消散过程则表现出明显的滞后特征,但总体而言暂态饱和区的面积呈下降趋势;降雨入渗将导致入渗区域内基质吸力的丧失与含水率的增加,是造成路堤边坡稳定性降低的主要因素,路堤的失稳形式表现为整体滑移与表面局部坍塌相结合. 相似文献
127.
128.
129.
Streambed restoration to remove fine sediment alters reach‐scale transient storage in a low‐gradient fifth‐order river,Indiana, USA
下载免费PDF全文
![点击此处可从《水文研究》网站下载免费的PDF全文](/ch/ext_images/free.gif)
Hyporheic restoration is of increasing interest given the role of hyporheic zones in supporting ecosystem services and functions. Given the prevalence of sediment pollution to waterways, an emerging restoration technique involves the removal of sediment from the interstices of gravel‐bed streams. Here, we document streambed sediment removal following a large, accidental release of fine sediment into a gravel‐bed river. We use this as a natural experiment to assess the impact of fine sediment removal on reach‐scale measures of transient storage and to document the responses of reaches with contrasting morphology (restored vs. unrestored) to changing discharge one‐field season. We conducted a series of conservative solute tracer experiments in each reach, interpreting both summary statistics for the recovered in‐stream solute tracer time series. Additionally, we applied the transient storage model to interpret the results via model parameters, including a Monte Carlo analysis to measure parameter identifiability and sensitivity in each experiment. Despite the restoration effort resulting in an open matrix gravel bed in the restored reach, we did not find the significant differences in most time series metrics describing reach‐scale transport and transient storage. We hypothesize that this is due to enhanced vertical exchange with the gravel bed in the restored reach replacing lateral exchange with macrophyte beds in the unrestored reach, developing a conceptual model to explain our findings. Consequently, we found that the impact of reach‐scale removal of fine sediment is not measureable using reach‐scale solute tracer studies. We offer recommendations for future studies seeking to measure the impacts of stream restoration at the reach scale. 相似文献
130.
Numerical modelling of stream–aquifer interaction: Quantifying the impact of transient streambed permeability and aquifer heterogeneity
下载免费PDF全文
![点击此处可从《水文研究》网站下载免费的PDF全文](/ch/ext_images/free.gif)
Stream–aquifer interaction plays a vital role in the water cycle, and a proper study of this interaction is needed for understanding groundwater recharge, contaminants migration, and for managing surface water and groundwater resources. A model‐based investigation of a field experiment in a riparian zone of the Schwarzbach river, a tributary of the Rhine River in Germany, was conducted to understand stream–aquifer interaction under alternative gaining and losing streamflow conditions. An equivalent streambed permeability, estimated by inverting aquifer responses to flood waves, shows that streambed permeability increased during infiltration of stream water to aquifer and decreased during exfiltration. Aquifer permeability realizations generated by multiple‐point geostatistics exhibit a high degree of heterogeneity and anisotropy. A coupled surface water groundwater flow model was developed incorporating the time‐varying streambed permeability and heterogeneous aquifer permeability realizations. The model was able to reproduce varying pressure heads at two observation wells near the stream over a period of 55 days. A Monte Carlo analysis was also carried out to simulate groundwater flow, its age distribution, and the release of a hypothetical wastewater plume into the aquifer from the stream. Results of this uncertainty analysis suggest (a) stream–aquifer exchange flux during the infiltration periods was constrained by aquifer permeability; (b) during exfiltration, this flux was constrained by the reduced streambed permeability; (c) the effect of temporally variable streambed permeability and aquifer heterogeneity were found important to improve the accurate capture of the uncertainty; and (d) probabilistic infiltration paths in the aquifer reveal that such pathways and the associated prediction of the extent of the contaminant plume are highly dependent on aquifer heterogeneity. 相似文献