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101.
Abstract A theoretical explanation is advanced consisting of a five stage process for the formation of polygonal ground which consists of stone borders forming regular hexagons and soil centres. One of these stages, namely the onset of convection in a porous soil between temperatures of 0°C and approximately 4-6°C, is studied analytically. Darcy's law is employed but variable permeability is allowed for and a parabolic density dependence on temperature is assumed. It is found that the theoretical predictions of the aspect ratio agree very well with field studies when a constant upper surface heat flux condition is imposed and an upwardly stratified permeability is chosen. Field study data, which agree very well with the theory, are reported in detail. 相似文献
102.
以东方岸外海域为例,计算了极端天气下不同水深条件构建稳定粗化层抛石颗粒的临界粒径;分析了影响粗化层稳定的不同因素,并对人工抛石构建粗化层提出建议。结果显示,在东方岸外30m和60 m水深处,沉积物的中值泥沙粒径至少为30.33 mm和3.99 mm,才能抵御极端浪流的冲刷,且抛石层的厚度应至少为80.9mm和10.8mm,抛石层至少覆盖原始床沙的70%。粗化层的稳定性受颗粒隐蔽暴露效应、砂组分百分比、粗化层颗粒级配、覆盖厚度及覆盖百分比的共同影响,而抛石构建稳定粗化层的实质是对抛石粒径的合理选取及对细粒组分百分比的有效控制。另外,抛石级配的合理选择应受到重视,在施工过程中则需保证覆盖百分数和粗化层的覆盖厚度。粗细混合投放或者分层投放有利于更好地构建稳定粗化层。以上述方法构建稳定粗化层可为海底管道工程设施的维护提供有效支持。 相似文献
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贵州关岭大寨崩滑碎屑流灾害初步研究 总被引:3,自引:0,他引:3
2010年6月28日,贵州省关岭县岗乌镇大寨村发生特大型崩滑碎屑(石)流灾害,造成99人死亡或失踪。通过现场考察崩滑区的地质环境与斜坡岩体结构,认为斜坡体由似"干砌块石结构"的裂隙化岩体组成是发生崩溃式破坏的主要内在原因。超常暴雨(过程雨量237mm)条件下斜坡岩体后缘裂缝充水形成持续的"水楔作用"是斜坡岩体松动、倾倒垮塌的主要外部引发因素。碎屑(石)流块度的空间分布具有从源头向沟口逐次减小,碎屑(石)流运动冲击高度逐步降低,冲击速度逐步减小,并显示4个能级4个冲程的特点。根据动势能守恒定律,计算了每个冲程的最大速度,得出第1冲程为高速崩滑,其它冲程属于碎屑(石)流动冲击。未发现区域天然地震、光照水库诱发地震与外围历史采矿活动与本次事件相关的直接证据。由于滑坡后缘仍存在不稳定岩体,碎屑(石)流堆积体上多处分布直径3~5m的堰塞塘,说明碎屑(石)空隙的排泄能力不足,在未来暴雨条件下引发新的崩滑或形成沟谷型泥石流的可能性是存在的。 相似文献
106.
S. T. Trudgill H. A. Viles R. Inkpen C. Moses W. Gosling T. Yates P. Collier D. I. Smith R. U. Cooke 《地球表面变化过程与地形》2001,26(10):1129-1142
Microerosion meter (MEM) measurements of the surface height of the balustrade of St Paul's Cathedral, London, have been repeated in the year 2000 following earlier measurements in 1980, 1981, 1985 and 1990. Methodological sources of error mean that while the measurements were made to 0·0001 mm, the data are reliable to two decimal places. There was a reduction in the mean erosion rate on horizontal sites from 0·045 mm a?1 in the period 1980–1990 to 0·025 mm a?1 in 1990–2000. Decreases in atmospheric SO2 levels from 20–25 ppb in 1980–1982 to around 10 ppb in 1990–2000, offer a causal explanation. The surface topography evolved more erratically in 1990–2000 than before, with much, but not all, of the more microelevated areas showing greater, and often more variable erosion. There are also indications of less erosion and more surface rises in low‐lying microareas on horizontal sites which is interpreted as possible deposition and/or microfloral growth in wetter depressions, the pattern being largely absent on a well drained vertical site. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
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Rob Inkpen 《地球表面变化过程与地形》1995,20(9):783-793
Portland Stone and Monks Park limestone tablets were used to assess weathering loss over a two-year study. Procedures involved in preparing tablets for exposure, attaching them to the exposure frame and reweighing might have influenced weight changes measured. The impact of each stage in the above procedures was tested to assess how much weight loss was generated and how significant the loss was comparing the two stone types and the final loss sustained upon weathering. Although all the procedures seem to produce a statistically insignificant amount of weight loss, the two stone types do respond differently to the procedures. This suggests that stone properties may be important in determining the accuracy with which tablets can be used to assess spatial patterns of weathering. 相似文献
110.