全文获取类型
收费全文 | 436篇 |
免费 | 62篇 |
国内免费 | 165篇 |
专业分类
测绘学 | 5篇 |
地球物理 | 73篇 |
地质学 | 473篇 |
海洋学 | 67篇 |
综合类 | 13篇 |
自然地理 | 32篇 |
出版年
2024年 | 3篇 |
2023年 | 5篇 |
2022年 | 9篇 |
2021年 | 15篇 |
2020年 | 18篇 |
2019年 | 11篇 |
2018年 | 20篇 |
2017年 | 15篇 |
2016年 | 24篇 |
2015年 | 28篇 |
2014年 | 29篇 |
2013年 | 43篇 |
2012年 | 34篇 |
2011年 | 40篇 |
2010年 | 32篇 |
2009年 | 29篇 |
2008年 | 22篇 |
2007年 | 23篇 |
2006年 | 47篇 |
2005年 | 17篇 |
2004年 | 31篇 |
2003年 | 23篇 |
2002年 | 19篇 |
2001年 | 19篇 |
2000年 | 13篇 |
1999年 | 8篇 |
1998年 | 14篇 |
1997年 | 10篇 |
1996年 | 10篇 |
1995年 | 9篇 |
1994年 | 8篇 |
1993年 | 4篇 |
1992年 | 7篇 |
1991年 | 2篇 |
1990年 | 3篇 |
1989年 | 3篇 |
1988年 | 1篇 |
1987年 | 2篇 |
1986年 | 7篇 |
1985年 | 3篇 |
1984年 | 2篇 |
1971年 | 1篇 |
排序方式: 共有663条查询结果,搜索用时 26 毫秒
1.
2.
不同软基处理方法适用性比较 总被引:8,自引:0,他引:8
总结分析了国内外现有的软土地基处理的各种方法。通过对采用不同方法进行软基处理的工程实例处理效果的定量对比,发现不同软基处理方法的适用性差异很大,多数工程中仅用一种方法很难达到设计要求,而两种或多种方法联合则可望取得更好的效果。 相似文献
3.
In order to accurately design a sand compaction pile (SCP) with low replacement area ratio, it is important to understand the mechanical interaction between the sand pile and clay ground and its mechanism during consolidation process in composite ground. In this article, therefore, a series of numerical analyses on composite ground improved by SCP with low replacement area ratio were carried out. The applicability of numerical analyses, in which an elasto-viscoplastic consolidation finite element method was applied, were confirmed by comparing the results obtained from a series of laboratory model tests with the composite ground improved by SCP. Through the results of the numerical analyses, mechanical behavior of the sand pile and clay in composite ground during consolidation is elucidated, together with a stress sharing mechanism between sand pile and clay. 相似文献
4.
旧路改建高速公路中地基强夯效应测试与工艺参数分析 总被引:2,自引:1,他引:1
旧路改建高速公路遇到的最主要的问题是地基的不均匀沉降。数值分析表明,对新的天然地基进行处理是解决这一问题的关键。强夯是加固地基的一种有效措施,为了对强夯工艺参数进行优化研究,对夯锤冲击地面过程中产生的动孔隙水压力、动土应力以及夯后超静孔隙水压力的消散过程进行了跟踪测试与分析。结果表明,对以风化料为主的地基,最大夯击数不宜超过4击,而且铺底夯完成2d后就可进行满夯。 相似文献
5.
位于乌鲁木齐市南湖路以西的煤炭采空区面积达67 100.5m^2,区内构造从南到北主要由八道湾向斜和七道湾背斜组成,地层产状变化不大。该矿区开采较深,且采空区塌陷区有明显的地下水活动迹象。在对深孔大体积采空区注浆时,比较各种常见注浆治理方法,均存在不同的制约因素,故决定采用灌浆爆破压密法对采空区进行压实加固。经现场爆破试验,该区重复爆破次数在3~5次左右。灌浆爆破压密处理后,对不同土层进行取样对比分析,得到其相应密度(增加)及空隙比(减少)的变化分别为:杂填土14.1%,-7.9%;素填土5.9%,-3.3%;塌落煤层7.8%,-7.7%。根据压缩数据及现场测量,处理后的土体沉降2~4m,部分空体地段的沉降量达10~20m,治理效果明显。 相似文献
6.
This paper presents the results of an experimental investigation of the complete sequence of sediment behaviour beneath progressive waves. The sediment was silty with d 50 = 0.060 mm. Two kinds of measurements were carried out: pore-water pressure measurements (across the sediment depth), and water-surface elevation measurements. The process of liquefaction/compaction was videotaped from the side simultaneously with the pressure and water-surface elevation measurements. The video records were then analysed to measure: (i) the time development of the mudline, (ii) the time development of liquefaction and compaction fronts in the sediment and (iii) the characteristics of the orbital motion of the liquefied sediment including the motion of the interface between the water body and the sediment. The ranges of the various quantities in the tests were: wave height, H = 9–17 cm, wave period, T = 1.6 sec, water depth = 42 cm, and the Shields parameter = 0.34–0.59. The experiments reveal that, with the introduction of waves, excess pore pressure builds up, which is followed by liquefaction during which internal waves are experienced at the interface of the water body and the liquefied sediment, the sequence of processes known from a previous investigation. This sequence of processes is followed by dissipation of the accumulated excess pore pressure and compaction of the sediment which is followed by the formation of bed ripples. The present results regarding the dissipation and compaction appear to be in agreement with recent centrifuge wave-tank experiments. As for the final stage of the sequence of processes (formation of ripples), the ripple steepness (normalized with the angle of repose) for sediment with liquefaction history is found to be the same as that in sediment with no liquefaction history. 相似文献
7.
Semi-Analytic Modelling of Subsidence 总被引:2,自引:0,他引:2
This paper presents a forward model for subsidence prediction caused by extraction of hydrocarbons. The model uses combinations
of analytic solutions to the visco-elastic equations, which approximate the boundary conditions. There are only a few unknown
parameters to be estimated, and, consequently, calculations are very fast. The semi-analytic model is applicable to a uniform
and layer-cake stratigraphy, with visco-elastic parameters changing per layer, and an arbitrary depletion pattern. By its
capabilities to handle a multi-layered visco-elastic subsurface, the semi-analytic model fills the gap between the analytic
single-layered elastic models available to date and the more elaborate numerical, e.g. finite element, models. 相似文献
8.
Construction techniques for the Taklamakan Desert Highway: research on the construction materials and the results of field tests 总被引:1,自引:0,他引:1
After conducting many laboratory and field experiments, several key technical issues related to the construction of China’s
Taklamakan Desert Highway have been satisfactorily resolved. In particular, considerable progress has been made on the dry
compaction of a sand sub-base, road design parameters, the creation of a structure that combines a sub-grade and asphalt pavement,
analysis of the stability of a sand sub-base strengthened with geotextiles, and on the development of a complete set of construction
techniques. The achievements of this research were successfully applied for the first time in the Taklamakan Desert, where
the environmental conditions are extremely harsh. The results suggest that the construction of this highway was economical
and that the simple construction methods produced a reliable highway. The resulting highway is believed to be the world’s
first long-distance graded highway running through a huge desert with migrating dunes. 相似文献
9.
High-pressure granulites: formation, recovery of peak conditions and implications for tectonics 总被引:51,自引:2,他引:51
High‐pressure granulites are characterised by the key associations garnet‐clinopyroxene‐plagioclase‐quartz (in basic rocks) and kyanite‐K‐feldspar (metapelites and felsic rocks) and are typically orthopyroxene‐free in both basic and felsic bulk compositions. In regional metamorphic areas, two essential varieties exist: a high‐ to ultrahigh‐temperature group and a group representing overprinted eclogites. The high‐ to ultrahigh‐temperature type formerly contained high‐temperature ternary feldspar (now mesoperthite) coexisting with kyanite, is associated with garnet peridotites, and formed at conditions above 900 °C and 1.5 GPa. Clinopyroxene in subordinate basic rocks is Al‐rich and textural evidence points to a high‐pressure–high‐temperature melting history. The second variety contains symplectite‐like or poikilitic clinopyroxene‐plagioclase intergrowths indicating former plagioclase‐free, i.e. eclogite facies assemblages. This type of rock formed at conditions straddling the high‐pressure amphibolite/high‐pressure granulite field at around 700–850 °C, 1.0–1.4 GPa. Importantly, in the majority of high‐pressure granulites, orthopyroxene is secondary and is a product of reactions at pressures lower than the peak recorded pressure. In contrast to low‐ and medium‐pressure granulites, which form at conditions attainable in the mid to lower levels of normal continental crust, high‐pressure granulites (of nonxenolith origin) mostly represent rocks formed as a result of short‐lived tectonic events that led to crustal thickening or subduction of the crust into the mantle. Short times at high‐temperature conditions are reflected in the preservation of prograde zoning in garnet and pyroxene. High‐pressure granulites of both regional types, although rare, are known from both old and young metamorphic terranes (e.g. c. 45 Ma, Namche Barwa, E Himalaya; 400–340 Ma, European Variscides; 1.8 Ga Hengshan, China; 1.9 Ga, Snowbird, Saskatchewan and 2.5 Ga Jianping, China). This spread of ages supports proposals suggesting that thermal and tectonic processes in the lithosphere have not changed significantly since at least the end of the Archean. 相似文献
10.