全文获取类型
收费全文 | 127篇 |
免费 | 7篇 |
国内免费 | 5篇 |
专业分类
测绘学 | 25篇 |
地球物理 | 22篇 |
地质学 | 71篇 |
海洋学 | 9篇 |
综合类 | 2篇 |
自然地理 | 10篇 |
出版年
2020年 | 2篇 |
2019年 | 1篇 |
2018年 | 1篇 |
2017年 | 4篇 |
2016年 | 1篇 |
2015年 | 7篇 |
2014年 | 11篇 |
2013年 | 6篇 |
2012年 | 4篇 |
2011年 | 8篇 |
2010年 | 8篇 |
2009年 | 10篇 |
2008年 | 14篇 |
2007年 | 6篇 |
2006年 | 11篇 |
2005年 | 8篇 |
2004年 | 7篇 |
2003年 | 6篇 |
2002年 | 6篇 |
2001年 | 2篇 |
2000年 | 2篇 |
1999年 | 4篇 |
1998年 | 4篇 |
1996年 | 1篇 |
1994年 | 2篇 |
1993年 | 1篇 |
1992年 | 1篇 |
1989年 | 1篇 |
排序方式: 共有139条查询结果,搜索用时 15 毫秒
101.
102.
103.
Consolidation occurs in estuarine marine clays for coastal reclamation by dissipation of the excess pore pressure, which is induced by increasing the total overburden stress during conventional mechanical surcharging. The excess pore pressure can be decreased usually by the use of several construction methods such as sand drain and paper drain. Besides the drain methods, vacuum can also be used in the soil mass to consolidate the estuarine marine clays by decreasing the pore pressure as well as increasing the effective stress.The study on vacuum consolidation is devoted so far mainly for laboratory model tests or numerical analysis in Korea. Recently, an instrumentation system was applied to manage the vacuum-applied consolidation on a field, in which a sewage disposal plant was constructed. While vacuum was applied, the behaviors of estuarine marine clays such as the settlement, lateral deformation and pore water pressure have been investigated precisely. The behavior of estuarine marine clays during vacuum-applied consolidation shows some difference from the behavior of estuarine marine clays in the case of conventional preloading. A principal difference is that the lateral deformation corresponding to settlement is smaller than before vacuum application even though the surcharge height has been increased. 相似文献
104.
H. A. Elshazly D. H. Hafez M. E. Mossaad 《Geotechnical and Geological Engineering》2008,26(3):323-334
The unit cell idealization has been long adopted in the settlement prediction of stone column-reinforced soils. This paper
tests the accuracy of this modeling concept against trusted settlement values of engineering foundations. It is believed that in order to bestow the outcome of this study adequate generality
different soil properties and foundation geometries need to be considered. It was, nevertheless, found impracticable to collect
field settlement records for all the analyzed cases. The authors, therefore, appealed to the back analysis concept to construct
a reliable mathematical model, calibrated against settlement records of full-scale field load test. This model, which is capable
of reproducing the real field settlements, is then employed as a generic tool to obtain trusted settlement values for a variety of cases with essential geometrical similarity. The investigation revealed that the unit
cell analysis may, in some cases, lead to erroneous estimation for the settlements of foundations with limited extents. Correction
factors, dependent on the treated soil properties as well as the foundation size, are introduced. 相似文献
105.
106.
107.
预测工后软土地基沉降 总被引:2,自引:0,他引:2
本文简要叙述沉降观测在软土地基施工中的重要性,并提出了基于神经网络的高速公路工后沉降预测方法。结合工程实例运用MATLAB工具箱函数建立网络模型,选择合适的训练函数,使其训练精度和速度达到最优化。 相似文献
108.
Johannes H. Uhl Hamidreza Zoraghein Stefan Leyk Deborah Balk Christina Corbane Vasileios Syrris 《International Journal of Digital Earth》2020,13(1):22-44
ABSTRACTThere is an increasing availability of geospatial data describing patterns of human settlement and population such as various global remote-sensing based built-up land layers, fine-grained census-based population estimates, and publicly available cadastral and building footprint data. This development constitutes new integrative modeling opportunities to characterize the continuum of urban, peri-urban, and rural settlements and populations. However, little research has been done regarding the agreement between such data products in measuring human presence which is measured by different proxy variables (i.e. presence of built-up structures derived from different remote sensors, census-derived population counts, or cadastral land parcels). In this work, we quantitatively evaluate and cross-compare the ability of such data to model the urban continuum, using a unique, integrated validation database of cadastral and building footprint data, U.S. census data, and three different versions of the Global Human Settlement Layer (GHSL) derived from remotely sensed data. We identify advantages and shortcomings of these data types across different geographic settings in the U.S., which will inform future data users on implications of data accuracy and suitability for a given application, even in data-poor regions of the world. 相似文献
109.
云南哀牢山的梯田景观 总被引:4,自引:1,他引:4
云南哀牢山区哈尼族人创造的独具特色的热带山区梯田景观,在与自然环境的协调过程中,巧妙地解决了农耕中的关键要素水分与肥料,创造了较高的粮生产水平,并以聚落分布的适中高度,均衡建构中介,最终内化为一种独特的文化形态,自然与人文在此所形成的高度协调关系,无疑具有重要的理直学研究意义。 相似文献
110.