全文获取类型
收费全文 | 3252篇 |
免费 | 832篇 |
国内免费 | 1833篇 |
专业分类
测绘学 | 137篇 |
大气科学 | 38篇 |
地球物理 | 628篇 |
地质学 | 4456篇 |
海洋学 | 469篇 |
天文学 | 14篇 |
综合类 | 120篇 |
自然地理 | 55篇 |
出版年
2024年 | 11篇 |
2023年 | 39篇 |
2022年 | 80篇 |
2021年 | 93篇 |
2020年 | 143篇 |
2019年 | 175篇 |
2018年 | 159篇 |
2017年 | 124篇 |
2016年 | 216篇 |
2015年 | 239篇 |
2014年 | 275篇 |
2013年 | 253篇 |
2012年 | 286篇 |
2011年 | 307篇 |
2010年 | 281篇 |
2009年 | 358篇 |
2008年 | 295篇 |
2007年 | 321篇 |
2006年 | 379篇 |
2005年 | 282篇 |
2004年 | 287篇 |
2003年 | 214篇 |
2002年 | 183篇 |
2001年 | 154篇 |
2000年 | 177篇 |
1999年 | 153篇 |
1998年 | 110篇 |
1997年 | 96篇 |
1996年 | 62篇 |
1995年 | 38篇 |
1994年 | 50篇 |
1993年 | 29篇 |
1992年 | 14篇 |
1991年 | 15篇 |
1990年 | 4篇 |
1989年 | 7篇 |
1988年 | 4篇 |
1987年 | 2篇 |
1984年 | 1篇 |
1978年 | 1篇 |
排序方式: 共有5917条查询结果,搜索用时 15 毫秒
991.
粉喷桩技术加固软土地基 总被引:3,自引:0,他引:3
简介了水泥粉体喷射搅拌加固软土地基的工作机理,结合沪蓉高速公路(沪宁段)地基处理实践,论述了粉喷桩加固软土地基的计算方法.采用粉喷桩加固软基,可加快路堤填土速率,铺筑路面后的工后沉降量能得到有效地控制,保证了工程质量. 相似文献
992.
素土桩挤密地基由桩间挤密土和回填素土夯实的桩体组成,它是一种人工“复合地基”。其作用是通过素土桩挤密法提高地基土的密实度,从而对湿陷性黄土达到消除浅部或深部的部分或全部湿陷性的作用,并改善地基承载能力,减少地基变形。本文通过现场单桩、群桩单元体轻便触探、小环刀深层取样、开剖取样等方法对场地地基土挤密前、后干重度和压实系数进行了对比分析,判定用素土桩挤密法处理陇东湿陷性黄土地基的可行性。 相似文献
993.
针对振动台试验,采用u-p形式控制方程表述饱和砂土的动力属性,选用土的多屈服面塑性本构模型刻画饱和砂土和黏土的力学特性,引入非线性梁-柱单元模拟桩,建立试验受控条件下液化场地群桩-土强震相互作用分析的三维有限元模型,并通过试验结果验证数值建模途径与模拟方法的正确性。以实际工程中常用的2×2群桩为例,建立桩-土-桥梁结构强震反应分析三维有限元模型。基于此,针对不同群桩基础配置对液化场地群桩-土强震相互作用影响展开具体分析。对比发现,桩的数量相同时,桩排列方向与地震波输入方向平行时比垂直时桩基受力减小5%~10%,而对场地液化情况无明显影响;相同排列形式下,三桩模型中土体出现液化的时间约比双桩模型延缓5s,桩上弯矩和剪力减小33%~38%。由此可见,桩基数量增加,桩-土体系整体刚度更大,场地抗液化性能显著,桩基对上部桥梁结构的承载性能明显增强,其安全性与可靠性更高。这对实际桥梁工程抗震设计具有一定的借鉴意义。 相似文献
994.
995.
Fossil oyster reefs are indicators of past sea levels, and their formation is usually dated by means of radiocarbon. However, radiocarbon dating of the shells from coastal areas may be complicated by the varying sources of carbon. Here we applied optical dating methods to date the samples from above and below a fossil oyster bed in a section on the coast of Bohai Bay, China. The optical ages of the sediments were used to constrain the oyster bed. Single-aliquot regenerative-dose procedures using the OSL signal from fine grain quartz, the IRSL and post-IR OSL signals from polymineral fine grains were employed to determine equivalent dose (De). The behaviors of the different luminescence signals from quartz and polymineral grains during De measurements were examined. The results showed that the quartz OSL signal is more reliable than the polymineral IRSL and post-IR OSL signals with respect to dating for these coastal samples. The optical ages indicated that the oyster reef formed between ca. 6.2 and 5.0 ka. 相似文献
996.
Li Yucheng Wang Fenglong Professor Dalian University of Technology Dalian Senior Engineer Dalian University of Technology Dalian 《中国海洋工程》1993,(1)
- The wave-current forces on vertical piles in side-by-side arrangement induced by irregular waves with opposing current are investigated experimentally in this paper. The characteristics in both time and frequency domain of in-line, lift and resultant forces are analyzed. The grouping effect coefficients of inline, lift and resultant forces on piles related to KC number and relative spacing parameters are given. These results are compared with those in the case of irregular waves combined with following currents. It is found that the results in these two cases are quite different. The range of KC number tested is 10- 60, the range of Reynolds number is (0.55-3.43) ×104. 相似文献
997.
天津市堆山造景工程地基稳定监测与防治 总被引:1,自引:0,他引:1
堆山造景工程是一项利用建筑渣土,在坑塘上进行堆载的市政工程。通过对堆山造景工程的工程地质条件分析,结合工程设计、施工工期等条件,提出了清理淤泥、设置反压平台、排水、控制堆填速率等促进地基稳定的防治措施。利用孔隙水压力监测、侧向位移监测及分层沉降监测等原位监测数据,以复合型法进行反演力学计算参数,并将反演结果用于该工程地基稳定性的模拟,以指导后期工程以及类似工程的建设。 相似文献
998.
Geocell reinforcement has been increasingly applied to road embankment engineering. Deformation calculation is one of the major concerns during the design process. In this paper, the power-series method was employed to investigate the performance of a geocell-reinforced mattress under symmetric loads. The geocell-reinforced mattress was idealized as a beam on a Winkler foundation. In the analysis, the soil–foundation beam interface resistance, related to the horizontal deformation coupling with the vertical deformation, was considered. Semi-analytic solutions were developed to assess the deformations and internal forces of the foundation beam and verified against an existing finite element method [9]. The results of the proposed method were close to the results from the finite element method. Moreover, the effects of various factors, such as height of embankment, horizontal and vertical foundation coefficients, composite elastic modulus and height of geocell-reinforced mattress, on the foundation beam settlement and the tension force within the beam are discussed. It was found that the interface resistance related to the horizontal deformation of the beam has a reduction effect on the embankment settlement, and it is beneficial to reduce the embankment settlement by increasing the beam rigidity and strengthening the subgrade soil body. 相似文献
999.
杨宇星 《地质灾害与环境保护》2001,12(4):41-43
白恶统红层强烈风化复杂工程地质条件下,基础处理采用静压预应力管桩,可能出现管桩长度难以控制“超长桩”现象,广州和平花园施工实践表明,局部管桩长度难以控制,主要与持力层度剧烈变化及有上硬下软或硬夹层的工程地质条件有关。“超长桩”现象为一般管桩通过硬夹层折射;断桩在某软弱部位堆积造成。 相似文献
1000.