全文获取类型
收费全文 | 8719篇 |
免费 | 1305篇 |
国内免费 | 2993篇 |
专业分类
测绘学 | 288篇 |
大气科学 | 484篇 |
地球物理 | 2059篇 |
地质学 | 6995篇 |
海洋学 | 375篇 |
天文学 | 12篇 |
综合类 | 412篇 |
自然地理 | 2392篇 |
出版年
2024年 | 59篇 |
2023年 | 161篇 |
2022年 | 353篇 |
2021年 | 424篇 |
2020年 | 472篇 |
2019年 | 492篇 |
2018年 | 469篇 |
2017年 | 357篇 |
2016年 | 484篇 |
2015年 | 505篇 |
2014年 | 640篇 |
2013年 | 684篇 |
2012年 | 590篇 |
2011年 | 661篇 |
2010年 | 593篇 |
2009年 | 638篇 |
2008年 | 637篇 |
2007年 | 629篇 |
2006年 | 720篇 |
2005年 | 515篇 |
2004年 | 483篇 |
2003年 | 418篇 |
2002年 | 395篇 |
2001年 | 309篇 |
2000年 | 255篇 |
1999年 | 201篇 |
1998年 | 182篇 |
1997年 | 152篇 |
1996年 | 144篇 |
1995年 | 78篇 |
1994年 | 68篇 |
1993年 | 54篇 |
1992年 | 53篇 |
1991年 | 37篇 |
1990年 | 26篇 |
1989年 | 21篇 |
1988年 | 16篇 |
1987年 | 9篇 |
1986年 | 8篇 |
1985年 | 6篇 |
1984年 | 6篇 |
1983年 | 3篇 |
1982年 | 2篇 |
1981年 | 3篇 |
1980年 | 1篇 |
1978年 | 1篇 |
1976年 | 1篇 |
1973年 | 2篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
991.
通过虹祺花苑复合式土钉墙工程实例,阐述饱和粉土层中的土钉墙支护计算原理及现场施工要点,并总结了技术要点及注意事项以资推广。 相似文献
992.
Organic pollutants associated with macromolecular soil organic matter: Mode of binding 总被引:2,自引:0,他引:2
H. H. Richnow R. Seifert J. Hefter M. Link W. Francke G. Schaefer W. Michaelis 《Organic Geochemistry》1997,26(11-12)
A study of ether-linked moieties in macromolecular bound residues of polycyclic aromatic hydrocarbons (PAH) generated in bioremediation experiments was performed using high temperature hydrolysis degradation with subsequent analysis of the products by GC-MS. This hydrolysis reaction was specifically designed to cleave ether bonds including relatively stable diarylether structures. Among the reaction products, aromatic alcohols representing typical microbiologically derived metabolites of PAH were found in addition to natural compounds. Thus, parts of the bound residues appeared to be linked within the macromolecular material by ether bonds. Model experiments with an oxidoreductase enzyme and aromatic alcohols indicate the formation of these ether bonds to be an enzyme-catalysed process. 相似文献
993.
Javier Castro-Larragoitia Utz Kramar Harald Puchelt 《Journal of Geochemical Exploration》1997,58(1):81-91
The Ag---Pb---Zn---Cu---Au mining district of Santa María de La Paz has been extensively exploited for approximately 200 years. Consequences of these activities are several deposits of tailings with high As and heavy metal concentrations, which are completely unstable. The climate is semiarid and as the dumps have no protective cover, material from the dumps is dispersed by strong winds. It is also washed out during seasonally heavy rainfalls. By these processes approximately 100 km2 of surrounding have been contaminated by dump material. The As and heavy metal content of the soils was determined as well as their level in crops (Zea Maize) from agricultural lands in the vicinity of the dumps. In the direction of prevailing winds concentrations up to 1000 ppm Zn, 400 ppm Pb, 16 ppm Cd, 550 ppm Cu and 300 As have been detected in top soils. Using fuzzy cluster analysis the different contamination sources could be identified. Grains of corn from contaminated sites showed no critical concentrations, but leaves which are also used tor fodder, have As-concentrations up to 20 ppm. 相似文献
994.
我国特殊岩土研究 总被引:1,自引:0,他引:1
顾宝和 《水文地质工程地质》1997,24(2):43-45
本文分析,总结了我国特殊岩土理论与应用研究方面的新进展,内容涉及湿陷性黄土,软土膨胀岩土,红土,软岩和特殊土的结构性,指出需要进一步研究的问题,最后对特殊土的研究方法做了阐述。 相似文献
995.
以冻融循环条件下水泥固化铅污染土为研究对象,通过室内试验研究冻融条件下水泥固化铅污染土的抗压强度特性。试验结果表明:水泥固化铅污染土的强度随水泥掺量增大而增大,随冻融循环次数的增加先略微增加,达到峰值后,随冻融循环次数的增加而快速减小,最后趋于稳定。随着冻融循环次数的增加,不同铅离子浓度的固化铅污染土的强度损失量不同,并表现出在相同水泥掺量下,铅离子浓度为0.5%的固化污染土抗压强度损失量最小。通过回归分析,建立了水泥固化铅污染土强度随冻融循环次数变化的预测模型,为实际工程提供理论参考。 相似文献
996.
This paper integrates random field simulation of soil spatial variability with numerical modeling of coupled flow and deformation to investigate consolidation in spatially random unsaturated soil. The spatial variability of soil properties is simulated using the covariance matrix decomposition method. The random soil properties are imported into an interactive multiphysics software COMSOL to solve the governing partial differential equations. The effects of the spatial variability of Young's modulus and saturated permeability together with unsaturated hydraulic parameters on the dissipation of excess pore water pressure and settlement are investigated using an example of consolidation in a saturated‐unsaturated soil column because of loading. It is found that the surface settlement and the pore water pressure profile during the process of consolidation are significantly affected by the spatially varying Young's modulus. The mean value of the settlement of the spatially random soil is more than 100% greater than that of the deterministic case, and the surface settlement is subject to large uncertainty, which implies that consolidation settlement is difficult to predict accurately based on the conventional deterministic approach. The uncertainty of the settlement increases with the scale of fluctuation because of the averaging effect of spatial variability. The effects of spatial variability of saturated permeability ksat and air entry parameters are much less significant than that of elastic modulus. The spatial variability of air entry value parameters affects the uncertainties of settlement and excess pore pressure mostly in the unsaturated zone. Copyright © 2016 John Wiley & Sons, Ltd. 相似文献
997.
A framework alternative to that of classical slope stability analysis is developed, wherein the soil mass is treated as a continuum and in-situ soil stresses and strengths are computed accurately using inelastic finite element methods with general constitutive models. Within this framework, two alternative methods of stability analysis are presented. In the first, the strength characteristics of the soil mass are held constant, and the gravitational loading on the slope system is increased until failure is initiated by well-defined mechanisms. In the second approach, the gravity loading on the slope system is held constant, while the strength parameters of the soil mass are gradually decreased until well-defined failure mechanisms develop. Details on applying both of the proposed methods, and comparisons of their characteristics on a number of solved example problems are presented. Copyright © 1999 John Wiley & Sons, Ltd. 相似文献
998.
坡地系统土壤侵蚀定量评价方法 总被引:6,自引:0,他引:6
区域性土壤侵蚀的定量评在涉及到泥沙输移的非连续性难题和众多的非确定性因素,目前应用较普遍的小区定量难以适用。所提出的定量评价方法是利用GIS技术、模糊数学、将以分布参数为特征的区域坡地系统划分成若干类具有集中参数特征的基本侵蚀单元,结合USLE方程来模拟空间上不同侵蚀背景条件下土壤侵蚀的强度,并可以确定影响土壤侵蚀的主要因子及其排序,该方法适用性强,可用于不同空间尺度的土壤侵蚀定量评价。 相似文献
999.
1000.
雨水入渗对非饱和土坡稳定性影响的参数研究 总被引:56,自引:1,他引:56
很多国家和地区的斜坡失稳与雨水入渗有密切关系。通过参数分析研究可以深化对这种关系的认识和理解,因而对滑坡灾害的预测和预防有重要意义。针对香港地区一种典型非饱和土斜坡,用有限元法模拟雨水入渗引起的暂态渗流场,然后将计算得到的暂态孔隙水压力分布用于斜坡的极限平衡分析。计算中采用延伸的摩尔-库伦破坏准则以便考虑基质吸力对抗剪强度的贡献,研究了降雨特征、水文地质条件及坡面防渗处理等因素对暂态渗流场和斜坡安全因数的影响。数值模拟结果表明:降雨强度、降雨历时和雨型对暂态渗流场及斜坡稳定性有明显的影响;土体的渗透系数,尤其是渗透系数各向异性的影响特别显著;斜坡中相对隔水层的存在以及斜坡防渗护面的效果等因素的影响均不容忽视。 相似文献