全文获取类型
收费全文 | 2765篇 |
免费 | 461篇 |
国内免费 | 529篇 |
专业分类
测绘学 | 215篇 |
大气科学 | 462篇 |
地球物理 | 646篇 |
地质学 | 1313篇 |
海洋学 | 335篇 |
天文学 | 101篇 |
综合类 | 246篇 |
自然地理 | 437篇 |
出版年
2024年 | 9篇 |
2023年 | 34篇 |
2022年 | 107篇 |
2021年 | 155篇 |
2020年 | 110篇 |
2019年 | 121篇 |
2018年 | 113篇 |
2017年 | 128篇 |
2016年 | 145篇 |
2015年 | 127篇 |
2014年 | 154篇 |
2013年 | 183篇 |
2012年 | 165篇 |
2011年 | 185篇 |
2010年 | 193篇 |
2009年 | 158篇 |
2008年 | 176篇 |
2007年 | 178篇 |
2006年 | 135篇 |
2005年 | 102篇 |
2004年 | 83篇 |
2003年 | 61篇 |
2002年 | 71篇 |
2001年 | 59篇 |
2000年 | 63篇 |
1999年 | 105篇 |
1998年 | 76篇 |
1997年 | 102篇 |
1996年 | 70篇 |
1995年 | 74篇 |
1994年 | 49篇 |
1993年 | 58篇 |
1992年 | 54篇 |
1991年 | 37篇 |
1990年 | 15篇 |
1989年 | 18篇 |
1988年 | 22篇 |
1987年 | 15篇 |
1986年 | 15篇 |
1985年 | 8篇 |
1984年 | 7篇 |
1983年 | 4篇 |
1982年 | 1篇 |
1981年 | 5篇 |
1980年 | 1篇 |
1979年 | 1篇 |
1978年 | 1篇 |
1977年 | 1篇 |
1958年 | 1篇 |
排序方式: 共有3755条查询结果,搜索用时 203 毫秒
991.
绿洲外围植被防风生态效益的紊流模型 总被引:1,自引:0,他引:1
风沙灾害严重地威胁着处于茫茫沙漠中的绿洲,绿洲外围植被则是防御风沙危害的绿色屏障。我们选择位于昆仑山北麓塔克拉玛干沙漠南缘受风沙危害极其严重的策勒绿洲外围植被为研究对象,采用k-ε紊流数学模型,对三种典型植被覆盖度:18.75%、37.5%、56.3%,七种风速:4、5、6、7、8、9、10m/s共21种处理的流场细节进行了模拟。每一处理中以4320个数据模拟了i=1,2,…,108,j=1,2,…,20,共2160个点位在u方向和v方向的速度,由此,找出风沙流通过植被区,在顺流方向随植被盖度变化的递变规律,并定量的反映了绿洲外围植被降低风速、降低进入绿洲沙流量的生态效益。试验表明:顺流方向2km厚的植被,盖度由0增至15%~20%,可降低风速37%~40%;增至35%~40%,可降低48%左右;增至55%,可降低54%左右。植被盖度由0增至15%,35%,50%,在地面以上0~20cm的高度内,可不同程度地降低沙流量50%~90%。 相似文献
992.
迄今,用于煤矿井下独头巷道超前勘探的有效手段寥寥无几。常规的钻探方法费工、费时、效率很低,而且有引起突水的危险。瑞雷波勘探方法是一种使用瑞雷面波作为有效波进行零到几十米范围内地震勘探的新型物探方法。它的测线基距与勘探深度的比值可以达到1∶20以上,即1~2m的测线布置,勘探深度可达30~40m以上。完全适用于独头巷道超前勘探的需要。把这样一种地面地质勘探的方法技术移植到井下,在煤巷、岩巷中进行超前探测断层、空巷、冲刷带的试验并获得成功,无疑为煤矿井下独头巷道的超前探测开创了一种全新的物探手段,必将在煤矿的安全掘进和生产方面发挥重要作用。 相似文献
993.
994.
995.
目前,主要依靠室内动力试验对黄土液化势进行评价。由于黄土特殊的结构性,室内试验对其饱和的过程较为复杂,且与实际场地饱和黄土差异明显,导致室内黄土液化试验结果并不能代表现场饱和黄土的抗液化强度。本文选取兰州市西固区寺儿沟村某饱和黄土场地进行钻孔测试,现场实施了标准贯入试验、静力触探试验以及剪切波速测试。应用Robertson的土类指数分类图对该场地不同含水率黄土的土类进行了界定,确定了饱和黄土属于类砂土,有液化势。应用NCEER推荐方法,计算了3组原位试验数据的饱和黄土循环抗力比(CRR),通过与1976年唐山地震和1999年集集地震液化土CRR对比,得出了饱和黄土抗液化强度很低的结论。 相似文献
996.
Seismic capacity, including the ultimate load-carrying capacity and ultimate deformation capacity of precast segmental concrete double-column(PSCDC) piers with steel sleeve(SS) connection or grouted corrugated-metal duct(GCMD) connection, has been verified to be similar to those of cast-in-place(CIP) piers by quasi-static tests. However, the lack of knowledge of seismic response characteristics and damage process of PSCDC piers has limited their application in high-intensity seismic areas. Therefore, shake table tests, using variable types and intensities of seismic ground motions, were performed to investigate the seismic behavior of connection joints and to evaluate the seismic performance of PSCDC piers with SS and GCMD connections. Also, a finite element analysis(FEA) model was developed to study the influence of design parameters on the seismic behavior of the piers. The results showed that the main damage in PSCDC piers was caused by the cyclic opening and closing of connection joints. Under high-intensity ground motions, the PSCDC piers had a lower seismic performance than the CIP piers due to a significant decrease of their integrity and stiffness. The seismic performance of PSCDC piers is comparable to CIP piers when using an appropriate initial stress of the prestressing tendons. 相似文献
997.
998.
999.
1000.
Songtao Li Yong Xia Jianzhong Liu Zhuojun Xie Qinping Tan Yimeng Zhao Minghua Meng Lijin Tan Rong Nie Zepeng Wang Guanghong Zhou Haiyan Guo 《Acta Geochimica》2019,(4):587-609
The newly discovered Baogudi gold district is located in the southwestern Guizhou Province,China,where there are numerous Carlin-type gold deposits.To better understand the geological and geochemical characteristics of the Baogudi gold district,we carried out petrographic observations,elemental analyses,and fluid inclusion and isotopic composition studies.We also compared the results with those of typical Carlin-type gold deposits in southwestern Guizhou.Three mineralization stages,namely,the sedimentation diagenesis,hydrothermal(main-ore and late-ore substages),and supergene stages,were identified based on field and petrographic observations.The main-ore and late-ore stages correspond to Au and Sb mineralization,respectively,which are similar to typical Carlin-type mineralization.The mass transfer associated with alteration and mineralization shows that a significant amount of Au,As,Sb,Hg,Tl,Mo,and S were added to mineralized rocks during the main-ore stage.Remarkably,arsenic,Sb,and S were added to the mineralized rocks during the late-ore stage.Element migration indicates that the sulfidation process was responsible for ore formation.Four types of fluid inclusions were identified in ore-related quartz and fluorite.The main-ore stage fluids are characterized by an H2O–NaCl–CO2–CH4±N2system,with medium to low temperatures(180–260℃)and low salinity(0–9.08%NaCl equivalent).The late-ore stage fluids featured H2O–NaCl±CO2±CH4,with low temperature(120–200℃)and low salinity(0–7.48%Na Cl equivalent).The temperature,salinity,and CO2and CH4concentrations of ore-forming fluids decreased from the main-ore stage to the late-ore stage.The calculated δ^13C,d D,and δ^18O values of the ore-forming fluids range from-14.3 to-7.0%,-76 to-55.7%,and 4.5–15.0%,respectively.Late-ore-stage stibnite had δ^34S values ranging from-0.6 to 1.9%.These stable isotopic compositions indicate that the ore-forming fluids originated mainly from deep magmatic hydrothermal fluids,with minor contributions from strata.Collectively,the Baogudi metallogenic district has geological and geochemical characteristics that are typical of Carlin-type gold deposits in southwest Guizhou.It is likely that the Baogudi gold district,together with other Carlin-type gold deposits in southwestern Guizhou,was formed in response to a single widespread metallogenic event. 相似文献