全文获取类型
收费全文 | 8553篇 |
免费 | 1433篇 |
国内免费 | 2862篇 |
专业分类
测绘学 | 278篇 |
大气科学 | 478篇 |
地球物理 | 2109篇 |
地质学 | 6745篇 |
海洋学 | 413篇 |
天文学 | 13篇 |
综合类 | 408篇 |
自然地理 | 2404篇 |
出版年
2024年 | 30篇 |
2023年 | 94篇 |
2022年 | 298篇 |
2021年 | 376篇 |
2020年 | 437篇 |
2019年 | 468篇 |
2018年 | 458篇 |
2017年 | 352篇 |
2016年 | 459篇 |
2015年 | 475篇 |
2014年 | 621篇 |
2013年 | 689篇 |
2012年 | 564篇 |
2011年 | 670篇 |
2010年 | 585篇 |
2009年 | 655篇 |
2008年 | 640篇 |
2007年 | 646篇 |
2006年 | 729篇 |
2005年 | 539篇 |
2004年 | 492篇 |
2003年 | 430篇 |
2002年 | 398篇 |
2001年 | 323篇 |
2000年 | 264篇 |
1999年 | 208篇 |
1998年 | 191篇 |
1997年 | 163篇 |
1996年 | 151篇 |
1995年 | 84篇 |
1994年 | 75篇 |
1993年 | 58篇 |
1992年 | 57篇 |
1991年 | 40篇 |
1990年 | 28篇 |
1989年 | 26篇 |
1988年 | 17篇 |
1987年 | 10篇 |
1986年 | 13篇 |
1985年 | 9篇 |
1984年 | 7篇 |
1983年 | 5篇 |
1982年 | 2篇 |
1981年 | 3篇 |
1980年 | 1篇 |
1978年 | 2篇 |
1977年 | 1篇 |
1976年 | 3篇 |
1973年 | 2篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
41.
The influence of cyclic loading on the strength and deformation behavior of cemented marine clay has been studied. This marine clay is of recent Pleistocene origin and deposited in a shallow water marine environment. Open pits were dug in sheeted enclosures and from these pits, undisturbed samples were taken for strength testing. A series of standard triaxial shear tests and stress controlled one-way cyclic load tests were conducted at consolidation stress ranges below and above the preconsolidation pressure. For the stress levels below the preconsolidation pressure, the cyclic loading has brought about the collapse of the cementation bond through an increase in strains, and at higher pressure ranges, the soil behaves like typical soft clay. This experiment studied the rate of development of strain and pore water pressure and shows that rate is a function of number of cycles, applied stress, and stress history. In addition, soil degradation during cyclic loading is studied in terms of Degradation Index. Attempt has been made to predict stain, pore water pressure, and degradation index through an empirical model. 相似文献
42.
根据大量田间试验和调查资料分析,作者提出烟单14号玉米生长过程中,小喇叭口期土壤中全氮、大喇叭口期土壤中速效磷的含量与产量相关密切。并据此建立了产量及构成三因素与土壤养分间的最优相关模型。 相似文献
43.
A Note on Soil Structure Resistance of Natural Marine Deposits 总被引:1,自引:1,他引:1
It has been well documented that natural normally-consolidated marine soils are generally subjected to the effects of soil structure. The interpretation of the resistance of soil structure is an important issue in the theory study and engineering practice of ocean engineering and geotechnical engineering. It is traditionally considered that the resistance of soil structure gradually disappears with increasing stress level when the applied stress is beyond the consolidation yield stress. In this study, however, it is found that this traditional interpretation of the resistance of soil structure can not explain the strength behavior of natural marine deposits with a normally-consolidated stress history A new interpretation of the resistance of soil structure is proposed based on the strength behavior. In the preyield state, the undrained strength of natural marine deposits is composed of two components: one developed by the applied stress and the other developed by the resistance of soil structure. When the applied stress is beyond the consolidation yield stress, the strength behavior is independent of the resistance of soil structure. 相似文献
44.
港口靠船桩工作性状计算的双参数法 总被引:8,自引:0,他引:8
港口靠船桩是承受重复性荷载或多循环荷载的一种横向承载桩。双参数法能较好地描述靠船桩 (单桩、群桩 )的桩土工作性状。用双参数法进行计算时 ,所给的地面条件必须由重复荷载或多循环荷载作用下实测出来。根据现场试桩资料 ,标定桩土参数 ,即k =mx1/n的指数l/n、桩土相对柔度系数α、桩土综合刚度EI等值 ,可以用来设计试桩附近局部地区同类条件下的其它长桩。对于没有进行试桩的某些工程 ,可以联合运用双参数法和p -y曲线法进行桩的分析 相似文献
45.
根据内蒙古孪井滩灌区的自然地理、地质和水文地质条件,在室内外模拟试验的基础上,利用VS2DT模型对灌溉入渗水的运移进行了模拟,计算了现有灌溉量下的渗漏量,提出了灌区春小麦和夏玉米的节水灌溉模式。春小麦第一次灌溉的节水灌溉量为150 mm,第二次灌水的节水灌溉量为97.5 mm,以后4次灌水的灌溉量在60~75 mm之间。夏玉米第一次灌水的灌溉量也以150 mm为宜,以后5次灌溉量分别以127.5 mm,90.0 mm,97.5 mm,82.5 mm及67.5 mm为宜。此灌溉模式不仅能够节约水资源,而且能够防止土壤次生盐渍化的发展。 相似文献
46.
The Kimmeridge Clay is considered a major oil source rock for the North Sea hydrocarbon province. The formation is also developed onshore in an organic-rich mudstone facies. This paper examines the possibility of onshore oil generation from the Kimmeridge Clay. Geochemically, onshore basin margin sediments contain rich, potential source horizons with mainly Type l/Type ll oil-prone kerogen, but are immature. Some deeper Cleveland Basin sediments have reached marginal maturity. Burial history reconstruction suggests significant formation palaeoburial depths in central areas of the Cleveland and Wessex Basins. Computed vitrinite isoreflectance contours show the Wealden and Isle of Wight Kimmeridge Clay to be thermally mature. Basin modelling suggests an early Palaeogene onset of oil generation in parts of the Cleveland Basin, while maximum oil generation could have been reached by the formation base in the Isle of Wight area during the late Cretaceous. Although basin subsidence ceased in the Neogene, in the Weald and Isle of Wight, where the formation is still deeply buried, oil generation probably continued for some time during uplift. Thus significant quantities of oil could have been generated. Whether or not this oil is present today however, would depend on the correct timing of suitable migration and trap structures. 相似文献
47.
Rapid industrial growth and increasing population has resulted in the discharge of wastes into the ocean, wastes which ultimately reach the seabed and contaminate the marine sediments. The soil-contaminants interaction, and their associated physico chemical properties with sediments control the behavior of marine clays. Marine clay deposits of low strength and high compressibility are located in many coastal and offshore areas. There are several foundation problems encountered in these weak marine clays. In this study, experimental work was carried out in the laboratory to stabilize soft marine clays using the lime column technique. Also the lime-induced effects on the physical and engineering behavior of marine clays in sulfate-contaminated marine environment was investigated. Consolidation tests indicate that compressibility of the lime-treated samples was reduced to 1/2-1/3 of the virgin soil after 45 days treatment. The test results also suggest that the lime column technique can be conveniently used to improve the behavior of contaminated marine clay deposits. 相似文献
48.
The large cylinder is a new-type structure that has been applied to harbor and offshore engineering. An analytic method of the relationship between loads and the structure displacement is developed based on the failure mode of deep embedded large cylinder structures. It can be used to calculate directly the soil resistance and the ultirnate bearing capacity of the structure under usage. A new criterion of the large cylinder structure, which discriminates the deep embedded cylinder from the shallow embedded cylinder, is defined. Model tests prove that the proposed method is feasible for the analysis of deep embedded large cylinder structures. 相似文献
49.
50.