全文获取类型
收费全文 | 14779篇 |
免费 | 2926篇 |
国内免费 | 3880篇 |
专业分类
测绘学 | 1376篇 |
大气科学 | 3047篇 |
地球物理 | 3754篇 |
地质学 | 7394篇 |
海洋学 | 1895篇 |
天文学 | 681篇 |
综合类 | 1517篇 |
自然地理 | 1921篇 |
出版年
2024年 | 84篇 |
2023年 | 222篇 |
2022年 | 686篇 |
2021年 | 790篇 |
2020年 | 679篇 |
2019年 | 868篇 |
2018年 | 874篇 |
2017年 | 799篇 |
2016年 | 889篇 |
2015年 | 875篇 |
2014年 | 959篇 |
2013年 | 1007篇 |
2012年 | 979篇 |
2011年 | 1028篇 |
2010年 | 977篇 |
2009年 | 970篇 |
2008年 | 906篇 |
2007年 | 921篇 |
2006年 | 740篇 |
2005年 | 603篇 |
2004年 | 488篇 |
2003年 | 458篇 |
2002年 | 474篇 |
2001年 | 461篇 |
2000年 | 464篇 |
1999年 | 490篇 |
1998年 | 398篇 |
1997年 | 396篇 |
1996年 | 321篇 |
1995年 | 278篇 |
1994年 | 321篇 |
1993年 | 241篇 |
1992年 | 190篇 |
1991年 | 141篇 |
1990年 | 110篇 |
1989年 | 82篇 |
1988年 | 104篇 |
1987年 | 53篇 |
1986年 | 47篇 |
1985年 | 40篇 |
1984年 | 36篇 |
1983年 | 32篇 |
1982年 | 38篇 |
1981年 | 27篇 |
1980年 | 8篇 |
1979年 | 11篇 |
1978年 | 5篇 |
1975年 | 2篇 |
1958年 | 7篇 |
1954年 | 4篇 |
排序方式: 共有10000条查询结果,搜索用时 46 毫秒
521.
522.
523.
524.
内蒙古科尔沁右翼中旗协和尔斯德一带出露一套中生代地层,岩石组合主要为酸性火山碎屑岩、火山碎屑沉积岩夹碎屑沉积岩及酸性火山熔岩。1∶50000区调依据在该套地层上部层位发现的木化石组合确定其时代为中—晚侏罗世,结合岩石组合,将该套地层划分为上侏罗统满克头鄂博组。为了准确厘定该套地层时代,为木化石延限研究及区域生物地层划分对比提供依据,本次研究在低于产木化石层位的酸性火山碎屑岩中采取了锆石测年样品(LA-ICP-MS),获得锆石U-Pb年龄(165±1)Ma,时代为中侏罗世。同时采取了侵入该套地层的斑状细晶闪长岩测年样品,获得锆石年龄(131±1)Ma,限定了地层形成的上限年龄。根据岩性组合的区域对比、测年结果、木化石组合时限、地层产状特征,认为该套地层应划为中侏罗统新民组,是突泉火山-沉积盆地充填物的一部分。 相似文献
525.
针对乌尉(乌鲁木齐至尉犁)高速公路地处高寒、高海拔、高地震烈度区,地质环境条件复杂的特点,提出一种基于多判据的边坡稳定性模糊综合评价方法。首先,分析研究三高地区公路沿线工程地质条件、边坡岩体结构特征及其变形破坏模式。在此基础上,以TSMR评价体系为框架,考虑地震荷载对边坡稳定性的影响,引入地震作用影响系数β,建立了适用于“三高”地区公路边坡岩体质量分级体系THRSMR;基于边坡可靠性分析理论,归纳总结Monte Carlo法的操作步骤,并借助GEO-SLOPE软件,给出各研究边坡的可靠度指标与失效概率;最后,将定性评价、极限平衡分析、可靠度分析和数值计算的结果分别作为基础指标,采用模糊综合评价方法对每一边坡的边坡稳定性,给出进一步量化结论。其结果对类似地区高速公路边坡稳定性评价具有一定的参考价值。 相似文献
526.
527.
528.
Due to the continuous and intense rainfall from June 26 to 28, 2016, Xinlu Village in Ganshui Town, Qijiang District, Chongqing, experienced a unitary-slip landslide at approximately UTC+8 19:30 on June 28. This landslide disrupted the Chuan-Qian railway and damaged four residential buildings. To analyze and rehabilitate the landslide, the engineering geology, hydrological conditions, and deformation instability mechanism of this landslide were investigated and comprehensively analyzed based on an in situ survey, geophysical drilling, and a laboratory quick-shearing test. The results show that the landslide is a typical gradual progressive landslide. 相似文献
529.
Sheng Hua Tan Shi Wei Wong Du Jia Chin Min Lee Lee Ying Hui Ong Siaw Yah Chong Azman Kassim 《Environmental Earth Sciences》2018,77(16):589
Rainfall-induced landslide is a common geohazard in tropical and humid regions. Capillary barrier system (CBS) is a popular and widely studied mitigating measure for rainfall-induced landslides. However, several previous studies have shown that the performance of the conventional CBS under intense rainfalls has not been particularly convincing. This paper aims to explore the feasibility and effectiveness of a newly proposed system, known as “biomediated capillary barrier system” (B-CBS) in minimizing water infiltration into soil. A one-dimensional soil column was used to investigate the infiltration characteristics of the proposed system. The results showed that the B-CBS of biomediated residual soil overlying original residual soil (Test IV) could effectively control the infiltration into soil by taking advantage of the less-permeable biomediated soil cover. The B-CBS of biomediated residual soil overlying gravelly sand (Test V) and the three-layered B-CBS of fine sand overlying gravelly sand and biomediated residual soil (Test VI) showed the best performance in terms of minimizing the water infiltration. A suction of about 5 kPa still remained in the soil column after 60 min of infiltration from the ponded water on the soil surface. 相似文献
530.
In geotechnical practice, it is of considerable importance to assess the behavior of vertical–lateral coupled loading piles in multilayered soil deposits. This study deals with a semi-analytical formulation for the performance of a pile suffering from combined vertical and lateral loads. The emphasis is on quantifying the mobilization of the subgrade reaction provided by the layered soil stratums. In the proposed method, subgrade reactions, correlated with both the accumulative axial load transfer and side resistances depending upon the pile–soil interaction, are abstracted as a series of nonlinear springs in both vertical and lateral directions. On account of this, an alternative transfer matrix method is applied to characterize the pile reaction along the depth under the identified boundary conditions atop the pile; meanwhile, the condition of static equilibrium, between two specific pile segments located at the border of soil layers, is also essential. On this basis, validation of the solution is conducted by comparing with observations from experiments and predictions obtained from other existing methods. In addition, the influence of properties in shallow soil layer and the vertical load on the lateral response of the pile is also discussed. The results indicate a reduction in the lateral displacement and the maximum bending moment within the pile with the increase in the shallow soil stiffness, but a growth with the increase in vertical load due to the “P-Δ effect.” 相似文献