全文获取类型
收费全文 | 3788篇 |
免费 | 651篇 |
国内免费 | 1023篇 |
专业分类
测绘学 | 469篇 |
大气科学 | 146篇 |
地球物理 | 1258篇 |
地质学 | 2656篇 |
海洋学 | 313篇 |
天文学 | 8篇 |
综合类 | 305篇 |
自然地理 | 307篇 |
出版年
2024年 | 19篇 |
2023年 | 65篇 |
2022年 | 144篇 |
2021年 | 157篇 |
2020年 | 166篇 |
2019年 | 208篇 |
2018年 | 183篇 |
2017年 | 159篇 |
2016年 | 218篇 |
2015年 | 209篇 |
2014年 | 286篇 |
2013年 | 288篇 |
2012年 | 239篇 |
2011年 | 251篇 |
2010年 | 227篇 |
2009年 | 266篇 |
2008年 | 273篇 |
2007年 | 266篇 |
2006年 | 256篇 |
2005年 | 200篇 |
2004年 | 219篇 |
2003年 | 173篇 |
2002年 | 137篇 |
2001年 | 144篇 |
2000年 | 112篇 |
1999年 | 108篇 |
1998年 | 82篇 |
1997年 | 78篇 |
1996年 | 59篇 |
1995年 | 44篇 |
1994年 | 40篇 |
1993年 | 27篇 |
1992年 | 25篇 |
1991年 | 15篇 |
1990年 | 16篇 |
1989年 | 19篇 |
1988年 | 12篇 |
1987年 | 13篇 |
1986年 | 11篇 |
1985年 | 14篇 |
1984年 | 19篇 |
1983年 | 5篇 |
1982年 | 1篇 |
1978年 | 2篇 |
1976年 | 2篇 |
1975年 | 1篇 |
1973年 | 2篇 |
1972年 | 2篇 |
排序方式: 共有5462条查询结果,搜索用时 797 毫秒
271.
P. R. Sheorey 《Geotechnical and Geological Engineering》1984,2(2):133-140
Summary Indian coal measures have widely varying caving characteristics. The maximum roof span of a longwall or depillaring panel at the time of nether roof collapse is shown to have a direct relation withRQD from a study of 12 case histories. A similar relation between maximum unsupported span of openings and rock mass quality as defined by theQ-system was also demonstrated. A simple nomogram is presented to predict the face advance required to cause roof collapse when theRQD or rock mass quality is known. 相似文献
272.
Roof bolting in underground mining: a state-of-the-art review 总被引:1,自引:1,他引:1
Conclusions With continuing investigations and developments, roof bolting today can in most cases successfully reinforce the mine roof in underground mining. In order to cope with the increasing use of roof bolts, efforts should be made to maximize the safety and minimize the cost. With regard to mechanical bolting, two important parameters need more advanced improvements and study, namely, optimum design of the shape and type of expansion shell and optimum bolt tension for a specific bolt pattern. For the fully grouted resin bolt, the most critical requirement is to develop a fast-setting, low-cost, intoxic, inflammable grouting material that can be used in the high speed mining cycle. It should be noted that geological conditions such as the strata type, rock properties,in situ stress, and planes of weakness play an important role in the successful application of any roof bolting system. These factors should be specified as accurately and quantitatively as possible in the design of any roof bolting system. Finally, proper and careful installation and continuous monitoring are imperative for the success of any roof bolting system. 相似文献
273.
D. S. Young 《Geotechnical and Geological Engineering》1986,4(1):3-13
Summary An example of the generalized probabilistic approach to slope analysis is given through a case study on an iron ore mine. A step by step engineering procedure is described, so that a practical application can be made to other structures under different field conditions. 相似文献
274.
临涣矿区水化学特征及在矿井水源判别中的意义 总被引:4,自引:1,他引:4
通过分析、比较临涣矿区三个地下水子系统的水文地球化学特征得出,这三个子系统在水溶标型发及少、微量元素的含量上无明显差别,表明各子系统间存在水力联系,而环境同位素氘和^18O分析则是解决矿井水来源判别的有效方法。 相似文献
275.
介绍了平顶山矿区地质特征、钻孔护壁概况和5种不同体系泥浆的组成特点、配方及性能参数;对泥浆的密度与固相含量、粘度与流变特性、滤水特性及防涌防漏的主要技术性能和作用机理进行了探讨;综合分析了各类泥浆的钻进技术效果和经济效益。 相似文献
276.
论述了岩体损伤力学在岩体力学中的地位,并从细观和宏观两个方面系统介绍了其最新研究进展;对岩体损伤力学研究中的几个重要问题提出了见解,认为分形几何是研究损伤的有效手段。 相似文献
277.
278.
基于珠江三角洲通信建筑物的调查资料,对典型的通信建筑物做了时程地震反应分析和单体震害预测;对另一些建筑物做了群体震害预测;并就通信设备震害预测问题做了简单评述。 相似文献
279.
1993年8月7日沐川凤村5.0级地震前,省、市地震部门曾提出过中短期预测意见。事实表明所作判断在一定程度上是准确的。震后进行了现场考查及震害评估。其震中烈度为Ⅶ度,震中区呈近东西向椭圆形。地震造成3人受伤,总经济损失达1082.2万元。 相似文献
280.
Yoshinobu Tsuji Fumihiko Imamura Hideo Matsutomi Costas E. Synolakis Puspito T. Nanang Jumadi Satoshi Harada Se Sub Han Ken'ichi Arai Benjamin Cook 《Pure and Applied Geophysics》1995,144(3-4):839-854
A field survey of the June 3, 1994 East Java earthquake tsunami was conducted within three weeks, and the distributions of the seismic intensities, tsunami heights, and human and house damages were surveyed. The seismic intensities on the south coasts of Java and Bali Islands were small for an earthquake with magnitudeM 7.6. The earthquake caused no land damage. About 40 minutes after the main shock, a huge tsunami attacked the coasts, several villages in East Java Province were damaged severely, and 223 persons perished. At Pancer Village about 70 percent of the houses were swept away and 121 persons were killed by the tsunami. The relationship between tsunami heights and distances from the source shows that the Hatori's tsunami magnitude wasm=3, which seems to be larger for the earthquake magnitude. But we should not consider this an extraordinary event because it was pointed out byHatori (1994) that the magnitudes of tsunamis in the Indonesia-Philippine region generally exceed 1–2 grade larger than those of other regions. 相似文献