全文获取类型
收费全文 | 18253篇 |
免费 | 270篇 |
专业分类
公路运输 | 5045篇 |
综合类 | 4391篇 |
水路运输 | 4655篇 |
铁路运输 | 3508篇 |
综合运输 | 924篇 |
出版年
2024年 | 10篇 |
2023年 | 45篇 |
2022年 | 280篇 |
2021年 | 477篇 |
2020年 | 394篇 |
2019年 | 141篇 |
2018年 | 170篇 |
2017年 | 183篇 |
2016年 | 267篇 |
2015年 | 429篇 |
2014年 | 709篇 |
2013年 | 1115篇 |
2012年 | 1067篇 |
2011年 | 1326篇 |
2010年 | 1317篇 |
2009年 | 1456篇 |
2008年 | 1384篇 |
2007年 | 1832篇 |
2006年 | 1629篇 |
2005年 | 1085篇 |
2004年 | 362篇 |
2003年 | 347篇 |
2002年 | 312篇 |
2001年 | 362篇 |
2000年 | 315篇 |
1999年 | 197篇 |
1998年 | 200篇 |
1997年 | 152篇 |
1996年 | 140篇 |
1995年 | 115篇 |
1994年 | 111篇 |
1993年 | 96篇 |
1992年 | 71篇 |
1991年 | 65篇 |
1990年 | 55篇 |
1989年 | 46篇 |
1988年 | 32篇 |
1987年 | 30篇 |
1986年 | 31篇 |
1985年 | 14篇 |
1984年 | 20篇 |
1982年 | 14篇 |
1981年 | 12篇 |
1980年 | 15篇 |
1979年 | 16篇 |
1977年 | 12篇 |
1976年 | 9篇 |
1975年 | 17篇 |
1974年 | 10篇 |
1973年 | 9篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
251.
Defects of tunnel lining, such as inadequate thickness, voids, cracks, rock falling and water leakage etc., endanger the safety of railway tunnel operation. Based on the site construction, an analysis of the reasons for lining defects was conducted; technical measures against lining defects were proposed and tests were carried out at site. The results show that these measures are reliable and effective, and the purposes of prevention and treatment are re⁃ alized. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
252.
箱梁顶板的横向计算是箱梁横截面设计的重要组成部分。本文通过对某一斜腹板箱梁的横向计算,为桥梁工程设计提供一个参考。 相似文献
253.
大断面浅埋偏压隧道CRD法施工工序研究 总被引:2,自引:0,他引:2
文章以良村隧道CRD法施工为工程背景,布设了变形监测点及内力测试元件,分析了CRD法施工隧道围岩变形情况及结构内力特征,并对CRD法施工隧道在不同开挖顺序下的开挖过程进行了数值模拟,分析比较了不同开挖顺序时的围岩位移、应力变化情况。结果表明:CRD法对各分部施工工序影响较大,且各分部对拱顶下沉的影响程度从大至小依次为1部、2部、3部和4部;隧道内侧围岩压力大于外侧,钢支撑内力均为压应力,且拱腰位置轴力大于其它部位。比较隧道开挖变形的差异以及结构的受力特点,结合数值分析结果,得出了山体外侧先开挖方案无论在围岩变形还是隧道结构受力方面相比于山体外侧后开挖都较小,安全系数相对较高。因此,合理的施工工序应该是先进行山体外侧开挖并施作初期支护,然后再在山体内侧开挖施工。 相似文献
254.
255.
Focusing on the influence of childcare on women’s time use behaviour, this paper develops an integrated model of activity
participation and time allocation, where the former is represented based on a scobit model and the latter based on a multi-linear
utility function under the utility-maximizing principle. The integration of the scobit model with the time allocation model
is done by applying Lee’s transformation. Especially, the scobit model is adopted to relax the assumption, made in the Logit
or Probit model, that individuals having indifferent preferences over participation and non-participation are most sensitive
to changes in explanatory variables. Using a large-scale time use data (66,839 persons) collected in Japan, the effectiveness
of the proposed integrated model is empirically confirmed. It is revealed that the probabilities of participating in compulsory-contracted
activities and discretionary activities with the highest sensitivity to changes in explanatory variables are 65 and 81%, respectively.
Variances of social childcare variables explain about half of the total variance of the time use for discretionary activities;
however, for compulsory-contracted activities, social childcare variables explain only less than 1% of the total variance
of activity participation and less than 10% of total variable of time allocation. 相似文献
256.
This paper investigates differentiated design standards as a source of capacity additions that are more affordable and have smaller aesthetic and environmental impacts than modern expressways. We consider several tradeoffs, including narrow versus wide lanes and shoulders on an expressway of a given total width, and high-speed expressway versus lower-speed arterial. We quantify the situations in which off-peak traffic is sufficiently great to make it worthwhile to spend more on construction, or to give up some capacity, in order to provide very high off-peak speeds even if peak speeds are limited by congestion. We also consider the implications of differing accident rates. The results support expanding the range of highway designs that are considered when adding capacity to ameliorate urban road congestion. 相似文献
257.
静态爆破法在深圳地铁施工中的应用 总被引:1,自引:0,他引:1
静态爆破是近年来发展起来的一种新型爆破施工技术,它可在无震动、无飞石,无噪音、无污染的条件下破碎或切割岩石或混凝土构筑物。深圳地铁2号线东延线土建工程安托山站—侨香站区间矿山法施工竖井系选用此工法在2 500 mm×3 000 mm雨水箱涵附近成功地进行了中、微风化花岗岩开挖施工,确保了雨水箱涵的安全性。 相似文献
258.
Jin-Long Lu Zhang Yi Shon 《Transportation Research Part D: Transport and Environment》2012,17(2):124-128
This study examines airline passengers’ willingness to pay for carbon-offsets. Using the contingent valuation method of double-bounded dichotomous choice format and a survey of over 1000 Taiwanese passengers flying to countries in Asia, Europe, North America, and Oceania to gauge their willingness-to-pay for airline carbon-offsets. The results suggest that despite the trip characteristics and personal background, air travel passengers’ knowledge and perceptions of the carbon-offset scheme also greatly influence the stated willingness to pay. 相似文献
259.
E. Freitas C. Mendonça J.A. Santos C. MurteiraJ.P. Ferreira 《Transportation Research Part D: Transport and Environment》2012,17(4):321-326
In this paper, annoyance ratings from traffic noise recorded on cobblestones, dense asphalt, and open asphalt rubber pavements are assessed with regard to car speeds and traffic densities. It was found that cobblestones pavements are the most annoying; also while open asphalt rubber pavement imposes less annoyance than dense asphalt it is not significantly different. Higher car speeds always lead to greater annoyance, as does higher traffic densities. LAeq and LAmax correlate well with annoyance, but loudness is the best predictor. Roughness and sharpness exhibit inconsistent interactions. 相似文献
260.
土质浅埋隧道设计基本问题探讨 总被引:1,自引:0,他引:1
隧道工程作为特殊的岩土工程,现有资料缺乏对隧底受力变形的研究。土质浅埋隧道由于承载力较低,受力后变形较大,明确其基底承载力及变形机理具有重要的工程实际意义。本研究借用建筑基础设计方法,对隧道基底承载力和变形问题进行了探讨,提出了土质浅埋隧道基底承载力及基于弹性压缩变形的基底变形计算公式。对隧底承载力计算分析结果表明,一般情况下,隧底不存在承载力不足的情况;同时针对隧底不同时期沉降对隧道工程的影响,可采用不同的控制措施:二次衬砌施作前基底沉降不予处理,二次衬砌基底变形采用预留安全空间处理,工后沉降按路基沉降标准控制。 相似文献