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991.
Holocene East Asian monsoon variation inferred from species assemblage and shell chemistry of the ostracodes from Hulun Lake, Inner Mongolia 总被引:3,自引:0,他引:3
Dayou Zhai Jule Xiao Lang Zhou Ruilin Wen Zhigang Chang Xu Wang Xindi Jin Qiqing Pang Shigeru Itoh 《Quaternary Research》2011,75(3):512-522
A sediment core from Hulun Lake, Inner Mongolia was analyzed for species assemblages and shell chemistry of ostracodes to investigate changes in the hydrology and climate of the East Asian summer monsoon margin during the Holocene. Darwinula stevensoni was abundant, Ilyocypris spp. scarce, littoral ostracodes absent and Mg/Ca, Sr/Ca and δ18O were low 11,100 to 8300 yr ago, indicating high lake levels and cool/fresh waters. Darwinula stevensoni declined largely, Ilyocypris spp. throve, littoral ostracodes were rare and chemical indicators remained in low values 8300 to 6200 yr ago, suggesting that the lake continued high stands but water became warm. The lake then contracted and water became cool/brackish 6200 to 4300 yr ago. Littoral ostracodes flourished 4300 to 3350 yr ago, marking the lowest lake levels of the entire Holocene. The lake level recovered and water salinity decreased 3350 to 1900 yr ago. From 1900 to 500 yr ago, the lake maintained the preceding status albeit lowered stands and increased salinities 1100 to 800 yr ago. During the recent 500 yr, the lake expanded and water salinity decreased. The data imply that the East Asian summer monsoon did not intensify until 8300 yr ago and weakened dramatically 4300 to 3350 yr ago. 相似文献
992.
SPT-N-based methods have been adopted for liquefaction assessment of soils during earthquakes for decades. However, there has not been a consistent way of assessing the accuracy and applicability of these methods. The Chi-chi earthquake of 1999, which has been the most serious ground shaking in Taiwan within the century, caused extensive liquefactions in mid-west alluvial deposits of the island. This paper assesses the prediction accuracy of several SPT-N-based methods using liquefaction and non-liquefaction incidents observed during the earthquake. A sensitivity study on commonly adopted parameters shows that the SPT blow count and peak ground acceleration are most sensitive in computing liquefaction potential. By comparing the error in predicting liquefaction and non-liquefaction incidents, this study concludes that Tokimatsu and Yoshimi’s method is more accurate than the other methods. However, the differences between prediction errors of various methods are minimal, indicating all of the methods examined are applicable for the 1999 earthquake in Taiwan. 相似文献
993.
The geometry of a block is a major factor affecting its rock-fall motion. A two-dimensional disc or three-dimensional sphere
is often used to numerically simulate rock-fall motion, though circular or spherical blocks poorly represent the real geometry
of rock falls. An eccentric circle model is specifically proposed to simulate the behavior of non-circular blocks in rock-fall
motion using the distinct element method. In the eccentric circle model, the moment originates from the eccentricity. Three
types of block shape, circle, ellipse, and eccentric circle, were used to simulate the fall of a single block through four
different slope shapes to impact on a defense wall. The results of the simulation revealed that when the eccentricity falls
below 0.5, the rock-fall motion is close to that of the ellipse model. As eccentricity grows, the rock-fall motion is closer
to that of a flat piece, more stable, and tending to slide. When the block impacts the defensive wall using the circle model,
a higher force and energy head in the wall is obtained. This case tends to be conservative, with the exception of the high
slope angle case. The bouncing height using the circle model falls just between those of the ellipse and the eccentric circle
models and tends to be unconservative. In conclusion, the rock-fall motion simulation using the proposed eccentric circle
model appears to approach the non-circular block trajectory and energy loss, making it useful for rock-fall risk prevention
and mitigation. 相似文献
994.
甘肃省舟曲县"8.8"特大山洪泥石流灾害与气象成因分析及其应对建议 总被引:1,自引:0,他引:1
通过调查舟曲地质灾害历史资料.分析降雨与地质灾害的相关性,发现地质灾害与灾害前1~3 h累积降水量、月平均降水量和月暴雨频数明显正相关.然后分析舟曲"8.8"特大山洪泥石流的气象和降水成因.在此基础上,提出舟曲地质灾害的防治措施. 相似文献
995.
Deep-seated cracked gas exploration was achieved great breakthrough in Es4L of the Minfeng area on the northern slope of the Dongying Sag. Carbon isotopic and molecular compositions studies revealed the characteristics of wet gas and a normal trend of carbon isotopic composition. Empirical cutoff points of δ13C2 and δ13C3 and light hydrocarbon compositions distinguished the cracking gas as sapropelic gas. Variations in i/nC5, i/nC4 and δ13C2 fur-ther confirmed that the gas was cracked from residual kerogen. Source characteristics indicated that the gas was de-rived from mature-highly mature source rocks of Es4 with kerogen type II being dominant mixed with some oil-cracking gas. Burial history modeling indicated that there were two hydrocarbon charging periods in Es4L reser-voirs. The first period refers to the Guantao-Minghuazhen stage dominated by oil charging, while the second period refers to the Minghuazhen stage and has been dominated by cracked gas charging till now. 相似文献
996.
黔南地区宾夕法尼亚亚纪逍遥阶礁相地层中腕足动物普遍发育,主要产长身贝类和石燕贝类。本文主要研究该区腕足动物与造礁生物叶状藻和Fomitchevella 珊瑚之间的生态关系。在叶状藻礁内,小个体腕足动物常附着在藻叶上营假漂浮生活; 但藻叶密集处,小个体腕足动物也难见,可能藻丛造成水流循环不畅使腕足动物难以获得充足的食料; 藻叶稀疏处,腕足动物个体加大,数量增加。在大型Fomitchevella 珊瑚格架礁内,腕足动物与Fomitchevella 之间不存在食物上的竞争。腕足动物介壳层为Fomitchevella 幼虫定殖提供了生物成因的硬质基底,在此基础之上发育了大型珊瑚礁。腕足动物在 Fomitchevella 进入统殖阶段由于生态空间受到局限而退居次要地位。 相似文献
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Field testing of erodibility of two landslide dams triggered by the 12 May Wenchuan earthquake 总被引:4,自引:3,他引:1
A strong earthquake of magnitude 8 in Richter scale, occurred in Sichuan Province, China on 12 May 2008, triggered about 257
landslide dams. The erodibility of fresh landslide deposits plays an important role in evaluating the initiation and development
of breaching of such landslide dams. In this research, field jet index tests were conducted shortly after the earthquake at
27 locations on the Hongshihe landslide dam and the Libaisi landslide dam. The purpose of these tests was to investigate the
erodibility of freshly deposited landslide soils. The landslide deposits are broadly graded. The bulk density increases and
the coefficient of erodibility decreases with the depth of deposition. The erodibility of the fresh landslide deposits falls
into a moderately resistant category and the fresh deposits are much more erodible than the native geomaterials before the
earthquake. The main factors that control soil erodibility are found to be grain-size distribution, void ratio, fines content,
and plasticity index. Particularly, the coefficient of erodibility decreases exponentially with the degree of compaction.
Two empirical equations are developed for estimating the coefficient of erodibility and critical erosive shear stress of the
freshly deposited landslide soils based on their basic soil properties. 相似文献