全文获取类型
收费全文 | 553篇 |
免费 | 95篇 |
国内免费 | 215篇 |
专业分类
测绘学 | 55篇 |
大气科学 | 32篇 |
地球物理 | 98篇 |
地质学 | 453篇 |
海洋学 | 174篇 |
天文学 | 3篇 |
综合类 | 25篇 |
自然地理 | 23篇 |
出版年
2024年 | 1篇 |
2023年 | 11篇 |
2022年 | 28篇 |
2021年 | 15篇 |
2020年 | 28篇 |
2019年 | 36篇 |
2018年 | 29篇 |
2017年 | 34篇 |
2016年 | 32篇 |
2015年 | 31篇 |
2014年 | 43篇 |
2013年 | 51篇 |
2012年 | 32篇 |
2011年 | 37篇 |
2010年 | 39篇 |
2009年 | 33篇 |
2008年 | 39篇 |
2007年 | 44篇 |
2006年 | 40篇 |
2005年 | 38篇 |
2004年 | 31篇 |
2003年 | 26篇 |
2002年 | 21篇 |
2001年 | 24篇 |
2000年 | 26篇 |
1999年 | 19篇 |
1998年 | 18篇 |
1997年 | 16篇 |
1996年 | 14篇 |
1995年 | 4篇 |
1994年 | 6篇 |
1993年 | 3篇 |
1992年 | 2篇 |
1991年 | 1篇 |
1990年 | 4篇 |
1989年 | 2篇 |
1988年 | 1篇 |
1987年 | 1篇 |
1986年 | 1篇 |
1985年 | 1篇 |
1983年 | 1篇 |
排序方式: 共有863条查询结果,搜索用时 31 毫秒
191.
根据目前边坡失稳案例统计,导致边坡失稳破坏的原因多为降雨入渗,目前大多学者对自然边坡在降雨入渗条件下的失稳机理做了大量研究,但是对于不同降雨入渗条件下边坡加固结构及其稳定性是如何随降雨强度的变化而发生改变的研究却较少。以云南昆明某边坡为研究对象,考虑土体饱和-非饱和渗流理论及非饱和强度理论,通过有限元软件MIDAS-GTS分析研究降雨动态过程中边坡加固结构内力的变化规律及边坡的稳定性变化规律。研究发现:①当降雨时长一定时,降雨强度越大,非饱和区越小,负孔隙水压力降低越明显,安全系数越差;②随着降雨入渗的进行,边坡下滑力增大,抗滑力逐渐变小;③降雨入渗对原始边坡的稳定性影响较大,但是对加固后边坡的稳定性影响相对较小;④预应力锚索轴力随着降雨时长增大而增大,当降雨时长一定时,锚索轴力随降雨强度增大而增大。 相似文献
192.
Slurry performance is one of the key factors to maintain the stability of excavation face when slurry balance shield is tunneling in complex strata. Based on the engineering background of slurry shield tunneling in mudstone and gravel composite stratum of Nanning Metro Line 5, the control variable method and the self-made slurry shield tunneling system are adopted to compare and select the mud admixture and to analyze the influence of the admixture amount and the formation composite ratio on the slurry relative density. Then, the mud permeability law and the dynamic and static mud film forming law under different formation composite ratios, swelling water ratios and slag dosages are analyzed comprehensively by factorial design. The results show that different admixtures have significant influence on the properties of bentonite slurry. Specifically, potassium methyl silicate and potassium chloride can effectively reduce the relative density of slurry, while sodium chloride and sodium silicate can promote the disintegration of mudstone in water. In addition, the slag admixture can effectively reduce the water filtration, improving the film quality and reducing the consumption of bentonite. When the cutter head speed is less than or equal to 2.5 r/min, the formation rate of mud film is greater than or equal to the failure rate so as to ensure the stability of driving face. The mud swelling water ratio suitable for mudstone and gravel composite stratum (composite ratio: 0?1) is 0.1?0.20, the residue content is 100?200 g/kg, and the potassium methyl silicate is 3.75%?7.50%. 相似文献
193.
An elliptic jet and a square jet flowing into a counterflow with different jet-to-current velocity ratios are investigated by using realizable k–ε model. Some computed mean velocity and scalar features agree reasonably well with experimental measurements, and more features are obtained by analyzing the computed results. After fluid issues from a nozzle, it entrains ambient fluid, and its velocity and concentration on the centerline decay with the distance downstream from the potential core (l0). The decay ratio increases with the decreasing jet-to-current velocity ratio α. For an elliptic jet, the evolution of the excess velocity half-width b and the concentration half-width bc merely remains constant near the jet exit on major-axis plane while they increase linearly on the minor-axis plane. However, the half-widths on the major-axis and minor-axis plane become proportional to the axial distance downstream after equaling each other. For a square jet, b and bc increase linearly with the distance downstream from the jet exit, but the spread ratio is larger on the middle plane than that on the diagonal plane before they equal each other. The radial extent of the dividing streamline rs or the mixing boundary rsc increases linearly downstream, and decreases exponentially after reaching a peak at xb. The ratio on the minor-axis plane is larger than that on the major-axis plane for an elliptic jet. The characteristics are the same for the square jet. b, bc, rs, and rsc on two corresponding planes become equal to each other more rapidly for the square jet than for the elliptic jet, because the sharp corner of the square nozzle induces secondary structures that are more intense. The distributions of the excess axial velocity and scalar concentration exhibit self-similarity for either the elliptic jet or square jet in the region of l0 < x < xb. On the cross section, four counter-rotating pairs of vortices, which enhance the entrainment between the jet and counterflow, form at the four corners of the square jet or at the two ends of the major-axis plane of the elliptic jet. The recirculation pattern formed by these axial vortices is more complex for the square jet than that for the elliptic jet. The turbulent kinetic energy k have large value in the region near the jet exit and stagnation point. The maximum value of k for the square jet is larger than that of the elliptic jet near the jet exit. This results in the square jet mixing more strongly than the elliptic jet. 相似文献
194.
195.
建立了基于无结构三角网格下采用有限体积法求解的二维水动力学模型,用于模拟溃坝洪水在复杂边界及实际地形上的流动过程。该模型采用Roe格式的近似Riemann解计算界面水流通量,结合空间方向的TVD-MUSCL格式及时间方向的预测-校正格式,可使模型在时空方向具有二阶计算精度。模型中引入最小水深概念,提出了有效的干湿界面处理方法。模拟了理想条件下溃坝水流过程,研究不同最小水深取值对干河床上洪水演进的影响,并用两组简单溃坝水流的水槽试验资料对模型进行验证。采用该模型模拟了实际溃坝洪水的流动过程,所得计算结果与实测资料及已有模型计算结果较为符合。 相似文献
196.
197.
A new formulation of the element‐free Galerkin (EFG) method is developed for solving coupled hydro‐mechanical problems. The numerical approach is based on solving the two governing partial differential equations of equilibrium and continuity of pore water simultaneously. Spatial variables in the weak form, i.e. displacement increment and pore water pressure increment, are discretized using the same EFG shape functions. An incremental constrained Galerkin weak form is used to create the discrete system equations and a fully implicit scheme is used for discretization in the time domain. Implementation of essential boundary conditions is based on a penalty method. Numerical stability of the developed formulation is examined in order to achieve appropriate accuracy of the EFG solution for coupled hydro‐mechanical problems. Examples are studied and compared with closed‐form or finite element method solutions to demonstrate the validity of the developed model and its capabilities. The results indicate that the EFG method is capable of handling coupled problems in saturated porous media and can predict well both the soil deformation and variation of pore water pressure over time. Some guidelines are proposed to guarantee the accuracy of the EFG solution for coupled hydro‐mechanical problems. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
198.
199.
根据建筑实际荷载与变形的观测资料及地基情况,可计算碎石类压实填土人工地基的变形模量E0值。试验与计算结果对比分析表明,采用重型动力触探试验及旁压试验来确定这类人工地基的变形模量E0值是安全的。指出这类人工地基承载力标准值,可由其变形模量及拟建建筑物允许沉降量来确定。 相似文献
200.
复杂区域自适应三角形网格全自动生成方法 总被引:10,自引:4,他引:10
为了使用自适应有限单元法求解岩土工程问题,本文在行被法的基础上,提出了一种适用于多介质复杂区域的三角形网格全自动生成方法。文中给出三个工程算例. 相似文献