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961.
矿井地质构造是影响煤矿安全开采的首要地质因素。鉴于许厂煤矿330采区构造特征和发育规律不清,为合理安排生产和正确选择采掘方式,在分析整理现有采掘地质资料的基础上,按照400m×400 m把许厂煤矿330采区划分成44个单元,选取了断层密度、断层强度、平面褶皱强度指数、分维值四个定量评价指标,采用模糊综合评判法对3下煤层的构造复杂程度进行了分析评价。评价结果表明:属于Ⅰ类的有25个单元,Ⅱ类的有7个单元,Ⅲ类的有6个单元,Ⅳ类的有6个单元,开采实际揭露情况与评价结果基本一致,基于模糊综合评判法的地质构造复杂程度评价基本可靠,可为矿井的高效安全生产提供一定的指导依据。 相似文献
962.
963.
We present our 1984 radial velocity observations of the W UNa system SW Lac. These give a new spectroscopic mass ratio qsp = 1.255 ±0.011. A joint solution of the velocity and light curves give the following revised absolute parameters: M1 = 0.78 M, M2 = 0.96M, R1 = 0.91R, and R2 = 1.00 R. Based on our new results, together with a detailed review of the period changes, probable mass transfer, mass loss, spot activity and other physical properties of SW Lac are discussed. 相似文献
964.
Geochemistry of early Paleozoic alkali dyke swarms in south Qinling and its geological significance 总被引:3,自引:0,他引:3
The abundant research achievements about Qinling orogeny going through central China were obtained in the last decade[1—3]. However, there is a debate about the early Paleozoic tectonic evolution of south Qinling. Thus, it is undoubted that the systemati… 相似文献
965.
Petrogenesis and significance of the Mesozoic North Taihang complex: Major and trace element evidence 总被引:22,自引:1,他引:21
The intensive Mesozoic magmatism in the North China Craton (NCC) has drawn great attention for its particular geochemical signatures (e.g. high-K), petrogenesis and tectonic setting. The North Taihang complex represents the westernmost magmatic belt of th… 相似文献
966.
Ore-forming fluids associated with granite-hosted gold mineralization at the Sanshandao deposit, Jiaodong gold province, China 总被引:45,自引:0,他引:45
The Sanshandao gold deposit, with total resources of more than 60 t of gold, is located in the Jiaodong gold province, the most important gold province of China. The deposit is a typical highly fractured and altered, disseminated gold system, with high-grade, quartz-sulphide vein/veinlet stockworks that cut Mesozoic granodiorite. There are four stages of veins that developed in the following sequence: (1) quartz-K-feldspar-sericite; (2) quartz-pyrite±arsenopyrite; (3) quartz-base metal sulfide; and (4) quartz-carbonate. Fluid inclusions in quartz and calcite in vein/veinlet stockworks contain C-O-H fluids of three main types. The first type consists of dilute CO2–H2O fluids coeval with the early vein stage. Molar volumes of these CO2–H2O fluid inclusions, ranging from 50–60 cm3/mol, yield estimated minimum trapping pressures of 3 kbar. Homogenization temperatures, obtained mainly from CO2–H2O inclusions with lower CO2 concentration, range from 267–375 °C. The second inclusion type, with a CO2–H2O±CH4 composition, was trapped during the main mineralizing stages. These fluids may reflect the CO2–H2O fluids that were modified by fluid/rock reactions with altered wallrocks. Isochores for CO2-H2O±CH4 inclusions, with homogenization temperatures ranging from 204–325 °C and molar volumes from 55 to 70 cm3/mol, provide an estimated minimum trapping pressure of 1.2 kbar. The third inclusion type, aqueous inclusions, trapped in cross-cutting microfractures in quartz and randomly in calcite, are post-mineralization, and have homogenization temperatures between 143–228 °C and salinities from 0.71–7.86 wt% NaCl equiv. Stable isotope data show that the metamorphic fluid contribution is minimal and that ore fluids are of magmatic origin, most likely sourced from 120–126 Ma mafic to intermediate dikes. This is consistent with the carbonic nature of the fluid, and the cross-cutting nature of those deposits relative to the host Mesozoic granitoid.Editorial handling: R.J. Goldfarb 相似文献
967.
968.
969.
中扬子台地北缘灯影组白云岩研究 总被引:3,自引:1,他引:3
研究区白云岩成因类型可划分出准同生白云石化、回流渗透白云石化、混合水白云石化、压溶白云石化和埋藏白云石化。本文详细研了各成因类型的白云岩矿物岩石学特征和地球化学特征,重点探讨了埋藏白云石化Mg2+来源及其搬运机理。认为埋藏白云石化Mg2+来自粒间残留古海水,迁移机制与地下异常高压孔隙流体的驱动和襄樊-广济同沉积断裂的活动有关。五类白云岩中以混合水白云石化和埋藏白云石化的岩石类型储集性能最好。 相似文献
970.
钻孔灌注桩基础对紧邻地铁隧道产生竖向附加应力和变形的计算分析 总被引:8,自引:1,他引:8
采用群桩基础共同作用的分析方法,对某高层建筑钻孔灌注桩基础跨越地铁隧道线可能带来的影响进行了计算分析,计算中考虑了孔底沉渣的影响。计算结果表明,超长桩基础下卧层中的竖向附加应力与土的自重应力相比很小,引起桩基沉降的主要因素是桩身的压缩变形和孔底沉渣的变形,桩基础在隧道轴线方向上引起的最大相对变形曲率发生在基础边缘附近。 相似文献