全文获取类型
收费全文 | 1136篇 |
免费 | 36篇 |
专业分类
公路运输 | 219篇 |
综合类 | 545篇 |
水路运输 | 164篇 |
铁路运输 | 116篇 |
综合运输 | 128篇 |
出版年
2024年 | 5篇 |
2023年 | 3篇 |
2022年 | 14篇 |
2021年 | 27篇 |
2020年 | 20篇 |
2019年 | 17篇 |
2018年 | 17篇 |
2017年 | 22篇 |
2016年 | 22篇 |
2015年 | 33篇 |
2014年 | 80篇 |
2013年 | 57篇 |
2012年 | 76篇 |
2011年 | 101篇 |
2010年 | 90篇 |
2009年 | 79篇 |
2008年 | 86篇 |
2007年 | 114篇 |
2006年 | 87篇 |
2005年 | 54篇 |
2004年 | 34篇 |
2003年 | 30篇 |
2002年 | 17篇 |
2001年 | 14篇 |
2000年 | 11篇 |
1999年 | 12篇 |
1998年 | 9篇 |
1997年 | 2篇 |
1996年 | 9篇 |
1995年 | 2篇 |
1994年 | 6篇 |
1993年 | 7篇 |
1992年 | 2篇 |
1991年 | 3篇 |
1990年 | 1篇 |
1989年 | 4篇 |
1988年 | 1篇 |
1987年 | 1篇 |
1985年 | 2篇 |
1984年 | 1篇 |
排序方式: 共有1172条查询结果,搜索用时 15 毫秒
81.
82.
分析了目前航海专业高等数学教学现状,且指出了航海专业高等数学教学存在的问题;依据国家中长期教育改革和发展规划纲,围绕着"以学生为中心、以能力培养为中心、以就业为导向"改革思路,提出了航海专业高等数学教学具体改革方案. 相似文献
83.
阐述了黄土的分布与性质,对黄土路堤沉降的机理及原因进行了分析.分析比较了基于实测资料预测黄土路堤工后沉降值的实用模型,包括指数模型,幂函数模型,双曲线模型.以指数模型为例,根据已建成某大坝实测数据,确定了预测模型的参数. 相似文献
84.
从预测交通量分析出发,结合互通式立交功能、既有构造物等建设条件,对互通式立交型式进行方案综合比选,从而推荐出功能完善、与既有构造物衔接良好、造价较低的互通方案。 相似文献
85.
通过无标点变形量测系统分析桩周土变形场,确定剪切破坏区和显微细观观测点.应用MiVnt系统分析加荷过程中土细观参数变化,细观参数(1+e)/e3、颗粒偏心度与基础位移的相关性最强;随荷载增大,1#,2#点孔隙比下降呈负相关关系,引起剪缩特征,3#点呈正相关关系而剪胀应力松弛;1,2,3#点颗粒定向性均增高呈正相关性,表明颗粒分布有序性减弱,土体具有非稳定性的承载形式. 相似文献
86.
87.
88.
道路工程中遇到不良路基时必须经过相应的技术措施处理才能达到技术标准。分析南昌市朝阳洲地区高含水量路基对道路工程的影响,提出不良路基处理的一般技术措施及其注意事项。 相似文献
89.
An extensive body of literature addresses the income elasticity of road traffic, in which income is typically treated as a homogenous quantity. Here we report evidence of heterogeneity in cross-sectional estimates of the elasticity of vehicle-kilometres of travel (VKT) with respect to income, when household income is disaggregated on the basis of income source.The results are generally intuitive, and show that the cross-sectional income elasticity of road traffic is not homogeneous as is typically specified in transport planning models. We show that in a number of circumstances the cross-sectional elasticity with respect to aggregate household income is of the opposite sign in comparison to more refined estimates of elasticity disaggregated by income source. If further research confirms that the elasticities we report here are causal in nature, neglecting the elemental effects could result in misleading results affecting practical infrastructure-investment and policy decisions, particularly as the mix of income sources shifts (e.g. if, as society ages, pension income increases as a share of all income).These results are of interest to both researchers and forecasters of travel demand, as well as designers of future travel survey instruments; the latter group must decide how to generate data about respondents’ income. Current expert guidance is to collect a single estimate of aggregate income at the household level. Future travel survey design choices will bound the analyses that can be supported by the resulting survey data, and therefore methodological research to re-visit the trade-offs associated with such choices is warranted. 相似文献
90.
This paper presents an alternative planning framework to model and forecast network traffic for planning applications in small communities, where limited resources debilitate the development and applications of the conventional four-step travel demand forecasting model. The core idea is to use the Path Flow Estimator (PFE) to estimate current and forecast future traffic demand while taking into account of various field and planning data as modeling constraints. Specifically, two versions of PFE are developed: a base year PFE for estimating the current network traffic conditions using field data and planning data, if available, and a future year PFE for predicting future network traffic conditions using forecast planning data and the estimated base year origin–destination trip table as constraints. In the absence of travel survey data, the proposed method uses similar data (traffic counts and land use data) as a four-step model for model development and calibration. Since the Institute of Transportation Engineers (ITE) trip generation rates and Highway Capacity Manual (HCM) are both utilized in the modeling process, the analysis scope and results are consistent with those of common traffic impact studies and other short-range, localized transportation improvement programs. Solution algorithms are also developed to solve the two PFE models and integrated into a GIS-based software called Visual PFE. For proof of concept, two case studies in northern California are performed to demonstrate how the tool can be used in practice. The first case study is a small community of St. Helena, where the city’s planning department has neither an existing travel demand model nor the budget for developing a full four-step model. The second case study is in the city of Eureka, where there is a four-step model developed for the Humboldt County that can be used for comparison. The results show that the proposed approach is applicable for small communities with limited resources. 相似文献