全文获取类型
收费全文 | 2563篇 |
免费 | 936篇 |
国内免费 | 1160篇 |
专业分类
测绘学 | 51篇 |
大气科学 | 12篇 |
地球物理 | 321篇 |
地质学 | 3190篇 |
海洋学 | 257篇 |
天文学 | 686篇 |
综合类 | 96篇 |
自然地理 | 46篇 |
出版年
2024年 | 7篇 |
2023年 | 21篇 |
2022年 | 48篇 |
2021年 | 75篇 |
2020年 | 99篇 |
2019年 | 123篇 |
2018年 | 113篇 |
2017年 | 106篇 |
2016年 | 138篇 |
2015年 | 174篇 |
2014年 | 181篇 |
2013年 | 178篇 |
2012年 | 210篇 |
2011年 | 216篇 |
2010年 | 188篇 |
2009年 | 314篇 |
2008年 | 233篇 |
2007年 | 274篇 |
2006年 | 325篇 |
2005年 | 250篇 |
2004年 | 248篇 |
2003年 | 201篇 |
2002年 | 159篇 |
2001年 | 137篇 |
2000年 | 148篇 |
1999年 | 126篇 |
1998年 | 96篇 |
1997年 | 72篇 |
1996年 | 53篇 |
1995年 | 34篇 |
1994年 | 38篇 |
1993年 | 25篇 |
1992年 | 16篇 |
1991年 | 11篇 |
1990年 | 10篇 |
1989年 | 3篇 |
1988年 | 4篇 |
1986年 | 1篇 |
1985年 | 1篇 |
1979年 | 2篇 |
1978年 | 1篇 |
排序方式: 共有4659条查询结果,搜索用时 15 毫秒
21.
针对九江市网纹红土层标准贯入试验实测锤击数与试验孔深、土的压缩模量、抗剪强度关系之间进行了相关性分析。结果表明:网纹红土标准贯入击数与试验孔深为正显著线性相关关系,与土的压缩模量为正弱线性相关关系,与抗剪强度为正弱线性相关关系。分析成果对在九江市开展岩土工程勘察活动具有很好的指导和借鉴意义。 相似文献
22.
Sara Heidarie Golafzani Abolfazl Eslami 《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2020,14(3):216-230
ABSTRACT Since piles are one of the major geotechnical foundation systems, estimation of their axial bearing capacity is of great importance. Employing different design methods, resulting in a wide range of bearing capacity estimations, complicates the selection of an appropriate design scheme and confirms the existence of model error along with the inherent soil variability in bearing capacity prediction. This paper tends to evaluate different predictive methods in Reliability-Based Design (RBD) framework. In this regard, different static analyses, SPT and CPT-based methods are considered to evaluate which approaches collectively and which method individually, have more reliable predictions for compiled data bank. In order to assess reliability indices and resistance factors, two approaches have been considered, i.e. First Order Second Moment method (FOSM) and First Order Reliability Method (FORM). To investigate the reliability indices for different methods in both RBD approaches, various safety factors and loading ratios have been considered. Also, the Load and Resistance Factor Design (LRFD) resistance factors are calibrated for different target reliability indices and loading ratios. Results show that CPT-based methods are more reliable among other methods. Furthermore, the estimated efficiency ratio, i.e. the ratio of resistance factor to resistance bias factor, confirms this agreement. 相似文献
23.
冕洞是太阳风高速流的源区.当冕洞出现在中低纬区域时,太阳风高速流会扫过地球并引发地球空间环境扰动,如地磁暴和高能电子暴等.在太阳活动周下降年和低年,这种类型的扰动占据主导地位.因此,冕洞高速流的到达时间、峰值时间、峰值强度和持续时间等,是空间天气预报的重要内容.本文基于2010年5月到2016年12月的SDO/AIA太阳极紫外图像以及1AU处ACE和WIND卫星的太阳风观测数据,确定了160个冕洞-太阳风高速流事件,定量计算了他们的特征参数,包括冕洞与太阳风高速流的开始时间、峰值时间、峰值强度和结束时间,分析了各个特征参数的分布规律,对冕洞-高速流之间的关系进行了统计研究,并提出了一种新的预报方法,为基于冕洞成像观测的太阳风高速流的精准预报提供了依据. 相似文献
24.
25.
An analytical solution is developed in this paper to investigate the dynamic response of a large‐diameter end‐bearing pipe pile subjected to torsional loading in viscoelastic saturated soil. The wave propagation in saturated soil and pile are simulated by Biot's two‐phased linear theory and one‐dimensional elastic theory, respectively. The dynamic equilibrium equations of the outer soil, inner soil, and pile are established. The solutions for the outer and inner soils in frequency domain are obtained by Laplace transform technique and the separation of variables method. Then, the dynamic response of the pile is obtained on the basis of the perfect contacts between the pile and the outer soil as well as the inner soil. The results in this paper are compared with that of a solid pile in elastic saturated soil to verify the validity of the solution. Furthermore, the solution in this paper is compared with the classic plane strain solution to verify the solution further and check the accuracy of the plane strain solution. Numerical results are presented to analyze the vibration characteristics and illustrate the effect of the soil parameters and the geometry size of the pile on the complex impedance and velocity admittance of the pile head. Finally, the displacement of the soil at different depth and frequency is analyzed. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
26.
A simplified method with a dynamic Winkler model to study the seismic response of composite caisson–piles foundations (CCPF1) is developed. Firstly, with the dynamic Winkler model, the kinematic response of the CCPF subjected to vertically propagating seismic S-wave is analyzed by coupling the responses of caisson part and pile part. Secondly, a simplified model for the foundation–structure system is created with the structure simplified as a lumped mass connected to the foundation with an elastic column, and through the Fast Fourier Transformation (FFT) this model is enabled to solve transient seismic problems. Thirdly, the proposed method for the seismic response of CCPF-structure systems is verified by comparison against 3D dynamic finite element simulation, in which the Domain Reduction Method (DRM2) is utilized. Lastly, the mechanism and significance of adding piles in improving the earthquake resistance of the foundation and structure is analyzed through an example with different soil conditions. Discovered in this study is that adding piles under the caisson is an efficient way to increase seismic resistant capability of the soil–foundation–structure system, and the main mechanism of that is the elimination of the pseudo-resonance. 相似文献
27.
Hiroyoshi Hirai 《国际地质力学数值与分析法杂志》2014,38(12):1298-1320
An analytical approach using a Winkler model is investigated to provide analytical solutions of settlement of a rectangular pile subjected to vertical loads in nonhomogeneous soils. For a vertically loaded pile with a rectangular cross section, the settlement influence factor of a normal pile in nonhomogeneous soils is derived from Mindlin's solution for elastic continuum analysis. For short piles with rectangular and circular cross sections, the modified forms of settlement influence factors of normal piles are produced taking into account the load transfer parameter proposed by Randolph for short circular piles. The modulus of subgrade reaction along a rectangular pile in nonhomogeneous soils is expressed by using the settlement influence factor related to Mindlin's solution to combine the elastic continuum approach with the subgrade‐reaction approach. The relationship between settlement and vertical load for a rectangular pile in nonhomogeneous soils is available in the form of the recurrence equation. The formulation of settlement of soils surrounding a rectangular pile subjected to vertical loads in nonhomogeneous soils is proposed by taking into account Mindlin's solution and both the equivalent thickness and the equivalent elastic modulus for layers in the equivalent elastic method. The difference of settlement between square and circular piles is insignificant, and the settlement of a rectangular pile decreases as the aspect ratio of the rectangular pile cross section increases. The comparison of results calculated by the present method for a rectangular pile in nonhomogeneous soils has shown good agreement with those obtained from the analytical methods and the finite element method. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
28.
进口DMH90型爆破孔钻机配套钻塔整体性强,起落塔快捷方便,钻塔高度满足不换杆一次成孔,即钻塔有效高度略大于钻孔深度,承受振动冲击力大,施工工作环境恶劣。基于这些特点和难点,爆破塔长期依赖进口,导致成本增高、周期加长,为此进行了进口DMH90型爆破孔钻机配套钻塔的替代进口研究工作。本文介绍了DMH90型爆破孔钻机配套ZT27-45型爆破孔钻塔的研制过程,主要对ZT27-45型爆破孔钻塔的设计要点、结构型式、塔体选材、焊接工艺、防止变形、消除应力、质量检验等方面进行了探索、试验和总结。生产施工实践表明,ZT27-45型钻塔制造质量达到了设计要求,满足爆破孔施工的需要,实现了替代进口,达到了降低成本、缩短工期和提高机械性能的目的。 相似文献
29.
30.
太原万达广场A2区商住楼基坑工程部分区域为粗砂砾石地层,基坑隔水帷幕中深层搅拌桩无法有效使用。提出了在粗砂砾石地层采用高压旋喷桩隔水帷幕的施工技术方案,采用双套管锚杆钻机引孔、单管高压喷射工艺进行施工,成功实施了这一工程。经检查,喷射注浆体相互咬合良好,有效桩径内水泥含量均匀无夹块现象,隔水帷幕止水效果良好。 相似文献