全文获取类型
收费全文 | 95600篇 |
免费 | 30241篇 |
国内免费 | 56141篇 |
专业分类
测绘学 | 14921篇 |
大气科学 | 27063篇 |
地球物理 | 22383篇 |
地质学 | 69114篇 |
海洋学 | 25207篇 |
天文学 | 1711篇 |
综合类 | 9397篇 |
自然地理 | 12186篇 |
出版年
2024年 | 669篇 |
2023年 | 1722篇 |
2022年 | 4380篇 |
2021年 | 5476篇 |
2020年 | 5280篇 |
2019年 | 8313篇 |
2018年 | 7848篇 |
2017年 | 7351篇 |
2016年 | 7446篇 |
2015年 | 7960篇 |
2014年 | 7441篇 |
2013年 | 8997篇 |
2012年 | 9403篇 |
2011年 | 9839篇 |
2010年 | 9637篇 |
2009年 | 8752篇 |
2008年 | 8130篇 |
2007年 | 7820篇 |
2006年 | 7473篇 |
2005年 | 6404篇 |
2004年 | 5816篇 |
2003年 | 4603篇 |
2002年 | 4493篇 |
2001年 | 4094篇 |
2000年 | 3331篇 |
1999年 | 2387篇 |
1998年 | 2049篇 |
1997年 | 2072篇 |
1996年 | 1551篇 |
1995年 | 1461篇 |
1994年 | 1304篇 |
1993年 | 1435篇 |
1992年 | 1258篇 |
1991年 | 856篇 |
1990年 | 767篇 |
1989年 | 661篇 |
1988年 | 528篇 |
1987年 | 443篇 |
1986年 | 358篇 |
1985年 | 272篇 |
1984年 | 301篇 |
1983年 | 177篇 |
1982年 | 222篇 |
1981年 | 157篇 |
1980年 | 112篇 |
1979年 | 147篇 |
1978年 | 60篇 |
1977年 | 59篇 |
1971年 | 53篇 |
1954年 | 51篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
201.
Controlling of landsides safely and economically is a great challenge to mine operators because landslides are major geological
problems especially in open-pit mines. In this paper, a case history at Panluo open-pit mine is presented in detail to share
the experiences and lessons with mine operators. Panluo open-pit mine is located in the southwestern Fujian province of China.
It is the largest open-pit iron mine in the Fujian province and was planned in 1965 and is in full operation from 1978. In
July 1990, an earthquake of magnitude 5.3 in Taiwan Strait and big rainstorms impacted the mine slope, causing tension cracks
and rather large-scale failures, and forming a U-shaped landslide. Total potential volume was estimated to be up to 1.0 × 106 m3. This directly threatened the mine production. In order to protect the mine production and the dwellers’ safety around, a
dynamic comprehensive method was implemented including geotechnical investigations, in-situ testing and monitoring, stability
analysis, and many mitigation and preventive measures. These measures slowed down the development and further occurrence of
the landslide. The results showed that the landslides were still active, it was slowed with the control measures and moved
rapidly with rainfall and mining down. However, no catastrophic accidents occurred and the pit mining was continued till it
was closed at the elevation of 887 m in 2000. As a successful case of landslide control at an open-pit mine for 10 years,
this paper reports the controlling measures in details. These experiences of landslide control may be beneficial to other
similar mines for landslide control. 相似文献
202.
203.
Shear strength characterization of municipal solid waste at the Suzhou landfill, China 总被引:5,自引:0,他引:5
The current practice of slope stability analysis for a municipal solid waste (MSW) landfill usually overlooks the dependence of waste properties on the fill age or embedment depth. Changes in shear strength of MSW as a function of fill age were investigated by performing field and laboratory studies on the Suzhou landfill in China. The field study included sampling from five boreholes advanced to the bottom of the landfill, cone penetration tests and monitoring of pore fluid pressures. Twenty-six borehole samples representative of different fill ages (0 to 13 years) were used to perform drained triaxial compression tests. The field and laboratory study showed that the waste body in the landfill can be sub-divided into several strata corresponding to different ranges of fill age. Each of the waste strata has individual composition and shear strength characteristics. The triaxial test results showed that the MSW samples exhibited a strain-hardening and contractive behavior. As the fill age of the waste increased from 1.7 years to 11 years, the cohesion mobilized at a strain level of 10% was found to decrease from 23.3 kPa to 0 kPa, and the mobilized friction angle at the same strain level increasing from 9.9° to 26°. For a confinement stress level greater than 50 kPa, the shear strength of the recently-placed MSW seemed to be lower than that of the older MSW. This behavior was consistent with the cone penetration test results. The field measurement of pore pressures revealed a perched leachate mound above an intermediate cover of soils and a substantial leachate mound near the bottom of the landfill. The measurements of shear strength properties and pore pressures were utilized to assess the slope stability of the Suzhou landfill. 相似文献
204.
Vittorio Zanon Fátima Viveiros Catarina Silva Ana Rita Hipólito Teresa Ferreira 《Natural Hazards》2008,45(1):19-31
A detailed study was carried out on a piece of land that had been struck by lightning during the violent rainstorm that raged
over the Island of S?o Miguel (Azores Archipelago) in late October 2006. Temperature and gas measurements (CO2, CO, H2S and CH4) were performed in four study trenches, dug in an area of ∼3 m2, where an underground fire had been initiated by the impact with a lightning stroke, followed by the emission of a column
of gases and smoke. The soil under study was originally a well-pedogenized about 80 cm thick bed, made of volcanic clayey
to silty tephra fallouts and contained 5.5–9.7% of organic matter. The underground fire was monitored for one week and revealed a peak release of
404 ppm CO and 3.4% CO2 originating from a horizon located about 45 cm under the soil surface. Measurements of temperature, performed one week after
the impact, indicated a maximum value of 326°C inside the soil, while 516.5°C were measured on the surface of a lava block
interred about 20 cm under the surface. Subsequently, a stratigraphic and sedimentologic study proved the role of the grain-size
of the soil and of the organic matter content of the different horizons of the impact area, in determining the ratio between
anoxic/oxidised combustion conditions and in the progress of the process itself. It was also noticed that combustion was not
total all over in the soil bed and that the process had slightly migrated toward SW during the observation period. The combustion
process went on for about ten days, in spite of several other violent rainstorms, until it was artificially extinguished through
the excavations made to obtain study trenches. This particular circumstance evidenced the potential natural hazard represented
by this kind of atmospheric event, especially in a land where the volcanic nature of the soil may easily mislead inexperienced
observers and, consequently, delay proper action. 相似文献
205.
含硫化物脉状矿床成矿流体的中阶段 δD亏损:实例与原因 总被引:2,自引:0,他引:2
很多含硫化物脉状金银矿床的成矿过程可以大致分为3个阶段,从早到晚分别以形成黄铁矿-石英组合、多金属硫化物和碳酸盐网脉为标志.所谓中阶段δD亏损,是指在成矿流体δ18O逐渐降低(或升高)时,中阶段δD同时低于早阶段和晚阶段的δD.列举了一些矿床的氢氧同位素研究结果,例证了这种现象的存在;根据中阶段伴随大量硫化物沉淀的事实,认为硫化物沉淀时流体中H2S或HS-的H 被金属离子置换出来,H 加入到流体系统后导致了流体的中阶段δD亏损.对不同温度H2O-H2S体系1000In ot值的概算显示,在200-650℃温度范围,H2S或HS-的δD低于H2O的δD约211‰~478%‰,H2S或HS-中H 的少量释放即可导致流体水δD的显著降低.因此建议,成矿流体从早到晚δ18O逐渐降低,中阶段δD亏损的规律,可以作为含硫化物脉状矿床氢氧同位素演化的概念性模型. 相似文献
206.
207.
储量计算与勘探线剖面计算机辅助成图一体化 总被引:1,自引:0,他引:1
引入关系教据库和GIS自动编图技术,改进传统的垂直断面法储量计算过程,可实现矿山储量计算和勘探线剖面计算机辅助成图的同步和一体化.在共用的矿山地矿信息点源数据库平台基础上.通过设置本地数据库,形成GIS操作时的外挂属性库,用来保存储量计算和机助成图过程中的动态数据.储量计算中的每一步骤中,用户以GIS为操作界面来同步实现对空间图元和外挂属性的操作,这其中对工程样段组合、矿体边界圈连和剖面制图综合等开发了大量自动化辅助功能.储量计算的各步完成后,勘探线剖面图和储量报表即同步生成.这种改进的工作方式实现了垂直断面法全过程的计算机辅助化,将提高这一传统方法的应用效率. 相似文献
208.
桃山铀矿田桃山断裂及其保矿作用 总被引:2,自引:0,他引:2
桃山铀矿田位于江西省中部,断裂构造发育,既有成矿构造,也有保矿构造,其中斜贯桃山矿田的桃山断裂即是一保矿构造,它形成于车免近时期,走向北东,倾向南东,右行正断,并具铰链断层性质,上盘地块掀斜下落,致使上盘成矿壳层向NW和NE倾斜,由于倾末端的侵蚀深度较小,保矿条件较好,加强这些地带的铀矿勘查和评价具有重要意义。 相似文献
209.
210.
邹平王家庄铜矿床成矿地球化学及成因探讨 总被引:2,自引:0,他引:2
王家庄铜矿床的矿化脉石英中流体包裹体均一温度介于116 ~ 566 ℃之间,均值为 289 ℃;盐度介于7.2%~63.2% NaCleq,均值为21.1% NaCleq。流体的气相成分主要为H2O和CO2。在均一温度为240 ~ 440 ℃区间内,出现了富气相的两相水溶液包裹体、富液相的两相水溶液包裹体和含子晶的三相水溶液包裹体共存现象,以及加温后富气相包裹体均一到气相和同期富液相包裹体均一到液相的特征,表明成矿流体曾发生过沸腾作用;其中第一次发生于360 ~ 400 ℃,主要形成高温、高盐度含子晶的三相水溶液包裹体和高温、中盐度富液相的两相水溶液包裹体及高温、低盐度富气相的两相水溶液包裹体;第二次发生于240 ~ 320 ℃,主要形成高—中温、高盐度的含子晶的三相水溶液包裹体和高—中温、中盐度富液相的两相水溶液包裹体及高—中温、低盐度富气相的两相水溶液包裹体;之后主要形成富液相的两相水溶液包裹体,具有中低温和中盐度的特征。矿化脉石英中的δ18OH2O介于-1.14‰ ~ 1.79‰之间,均值为0.94‰;δD介于-63.70‰ ~ -56.50‰之间,均值为-59.8‰;说明王家庄铜矿床的成矿流体主要来源于岩浆,后期混入大气降水。矿石矿物的δ34S变化于-8.80‰ ~ -2.80‰之间,均值为-6.33‰。矿石矿物的n(206Pb)/n(204Pb)介于18.1684 ~ 18.3637之间,均值为18.2892;n(207Pb)/n(204Pb)介于155546 ~ 156342之间,均值为155777;n(208Pb)/n(204Pb)介于38.1286 ~ 38.4840之间,均值为38.2780。说明矿石具有贫重硫和富放射性成因铅的特征,硫、铅主要来源于深部,后期可能受到地壳物质或大气降水的混染。 相似文献