两种不同的恒载升温方式下的钢材破坏机理分析

通过对我国建筑结构用钢在拉伸和压缩两种方式下的恒载升温试验,进行了5次受拉试件和2次受压试件的对比研究,根据试验中材料的各自变形规律,对其破坏机理进行了理论分析;从材料屈服的定义出发,给出了恒载升温拉伸试验中的参数(对应温度下的临界荷载水平),并与恒载升温压缩试验中的参数项进行了对比,指出受压构件和受拉构件的高温屈服强度是不同的,因此在钢结构建筑的耐火设计中应分别取不同的安全系数。     

大亚湾浮游植物光合作用特征

利用Phyto-PAM测量大亚湾浮游植物的光合作用能力、非化学淬灭并建立快速光曲线,同时研究浮游植物群落结构、组成、丰度和相应的环境因素,分析光合作用特征与浮游植物生长和分布的耦合关系。本次调查期间大亚湾浮游植物以集群化硅藻为优势物种,各站位最大光量子收益达到0.72。大亚湾浮游植物适应高光强,当光照达到1000μE/(m2.s)时电子传递速率逐渐达到饱和;光照达到1500μE/(m2.s)浮游植物依然可进行光合作用,叶黄素循环保护光合器官使其免受高光强损伤;当光照达到1700μE/(m2.s)时,光合器官可能受到损伤,此时电子传递速率下降,实际光量子收益接近于0。集群化硅藻能够耐受较广的光照范围及其活跃的光合特征有利于它们在全球海区的广泛分布。     

基于统计模型识别气候变化对农业产量贡献的研究进展

从统计模型与作物机理模型的区别与联系出发, 介绍了识别气候变化对农业产量贡献的3 种主要统计模型, 即时间序列模型、截面模型和面板模型;综述了前人在站点和区域(全球、国家、省级、地区、县级) 尺度对这一问题的研究进展;总结了应用统计模型识别农业产量对气候变化响应敏感性的4 个主要问题, 包括时空尺度问题、产量的非气候趋势去除问题、气候要素间的自相关问题和忽略适应措施的问题;最后针对以上主要问题, 提出了改进建议及今后研究的发展趋势。     

1995-2010年山东省粮食单产变化空间分异及均衡增产潜力

以县域为基本空间单元,采用GIS 空间分析和ESDA方法,对山东省1995-2010 年间县域粮食单产空间格局变化进行了分析,在此基础上,结合全国农业生态区划,分析山东省粮食均衡增产潜力。结果表明:① 山东省县域粮食单产水平之间的差异整体上呈现出先增大后减小的趋势。鲁北和鲁西北平原农业生产基础差,单产增长速度最快;鲁西南平原农业生产基础差,单产增长速度较慢;鲁中南丘陵和山东半岛农业生产基础好,单产增长速度较慢;② 县域粮食单产变化的Global Moran's I 值为0.5708,表明单产变化的区域分布并非完全随机,而是表现出明显的空间集聚特征,4 种集聚类型中,“H-H”类型区和“L-L”类型区占主导,“H-H”类型区主要分布在鲁北和鲁西北平原,“L-L”类型区主要分布在鲁西南平原、鲁中南丘陵和山东半岛;③ 全省可划分为4 个一级、9 个二级均衡增产类型区,粮食单产增产潜力鲁北和鲁西北平原>鲁中南丘陵>山东半岛>鲁西南平原;总产量增产潜力约为9.50×10⁶ t,其中鲁中南丘陵>鲁北和鲁西北平原>鲁西南平原>山东半岛。     

固化淤泥压缩特性的试验研究

淤泥固化技术在国内已经进入到工程应用阶段,明确固化淤泥的压缩特性对于指导淤泥固化工程的设计具有重要意义。通过单因素试验方案对不同初始含水率、不同水泥添加量、不同养护龄期的固化淤泥的压缩特性进行了研究。结果发现,固化淤泥压缩特性的最大特点是存在固结屈服应力,当荷载小于固结屈服应力时固化淤泥的压缩性非常小,而固化淤泥屈服之后的压缩性是屈服前压缩性的20倍以上,并且远大于未处理淤泥的压缩特性。淤泥本身是高压缩性的土,固化处理以后变为中等压缩性和低压缩性的土体。固化淤泥的固结屈服应力随水泥量增加线性增大,龄期越长、含水率越低固结屈服应力越大。固化淤泥的这种在固结屈服应力处发生突变的压缩特性和天然沉积结构性土类似,可以用双对数压缩模式来表示固化淤泥的这种压缩特性。     

Modelling the runoff-sediment yield relationship using a proportional function in hilly areas of the Loess Plateau, North China

Based on data observed at the 12 small watersheds in hilly areas of the Loess Plateau, North China, the relationship between event runoff volume and sediment yield is examined. The results reveal that the runoff-sediment yield relationship at the inter-event timescale is mainly determined by the runoff-sediment concentration relationship at the intra-event timescale. In the study area, the sediment concentration tends to be stable when the flow discharge exceeds a certain critical value. Many factors that are important for determining the characteristics of low-magnitude events, such as flow discharge, particle size of fluvial sediment, and accumulation of loose material on land surfaces prior to a rainstorm, appear to have little importance for high-magnitude events. Consequently, mean sediment concentration tends to be stable for large flood events, suggesting a strong similarity between the two flow-sediment relationships at inter-and intra-event temporal scales. Furthermore, a proportional function is proposed to predict event sediment yield, and the correspondence between the predicted and observed sediment yields is examined. The performance of the model is good for high-magnitude events, especially extreme events. The applicability of the proposed model at the annual timescale is also discussed.     

The contribution of aeolian processes to fluvial sediment yield from a desert watershed in the Ordos Plateau,China

In arid zones, many active aeolian dunes terminate at ephemeral and perennial desert rivers. The desert rivers show very high rates of sediment transport that cause deleterious downstream effects on the river system and ecology. High sediment loading has been attributed to severe water erosion of sparsely covered watersheds during infrequent but heavy rainfall. Although aeolian erosion is known to lead to high rates of wind‐blown sand transport, direct confirmation of whether the aeolian processes accelerate or inhibit fluvial sediment loss is lacking. Here, we show that an aeolian‐fluvial cycling process is responsible for the high rate of suspended sediment transport in a Sudalaer ephemeral desert channel in the Ordos Plateau of China. Frequent aeolian processes, but low frequency (once every 3 years on average) flooding, occur in this region. Wind‐blown saltating grains appeared to be unable to cross the desert channel because of interruption of channel‐induced recirculating air flow, and therefore tended to settle in the channel during the windy seasons, leading to channel narrowing. During flooding, this narrowed channel was found to yield a threefold increase in suspended sediment loading and a 3.4‐fold increase in the weight percentage of the 0.08–0.2 mm sediment fraction on 18 July 2012. Loss of stored aeolian sand due to channel erosion accounted for about half of the total sediment yield in this watershed. These findings show that aeolian processes play an essential role in accelerating the sediment yield from a watershed characterized by aeolian‐fluvial interplay and also suggest that the drier the region and the greater the aeolian process, the more the aeolian process contributes to fluvial sediment yield. Copyright © 2013 John Wiley & Sons, Ltd.     

有限灌溉对荒漠绿洲春玉米产量及产量性状的影响

对干旱环境下临泽荒漠绿洲春玉米进行了有限灌溉试验研究,旨在探究有限灌溉对绿洲玉米农田生产力的影响。结果表明,在所有处理中,全生育期灌水最少的处理MI1玉米籽粒产量比灌水量略高于它的处理MI2和灌水量较高的处理MI4增产25.7%和38.8%,但MI1与其他处理及对照间差异不显著。MI1处理全生育期灌水量最少,其产量不但未显著下降,反而高于灌水最多的对照CK。不同灌溉处理及对照间玉米穗粗、秃顶长、穗行数均不存在显著差异,但个别处理及对照间其他产量性状却存在差异,其中对照CK、处理MI5、MI1的穗长分别比处理MI4增加15.3%、13.6%和12.4%,对照CK和处理MI1、MI5的行粒数分别比MI4处理增加17.3%、13.9%和12.2%,对照CK的穗粒数分别比处理MI4、MI2和MI3增加19.3%、19.1%和14.5%,处理MI1的千粒重分别比MI4、MI5、CK增加26.9%、14.0%和14.0%。     

椭圆-抛物线双屈服面模型参数灵敏度分析

利用两种土石料三轴CD试验数据确定两组椭圆-抛物双屈服面模型参数,研究了模型参数? 、KG、n、h、m、M1、M2和pr分别单独变化（而其他参数保持不变）对模型所反映的土的应力-应变关系的影响。结果表明,土体的体积应变对参数h、m比较敏感;? 、KG、n对剪胀性土的体变影响较大,而对剪缩性土体变影响不明显;? 、KG、n、h和m对模型反映的强度没有影响;pr变化对体变和强度影响均较小。M1和M2对强度和体变均有显著影响,且M1和M2中的小值决定模型的强度。定义了灵敏度,即一种用于表示模型参数对其所反映的应力-应变的影响程度的参数。分析表明,不同的参数,其灵敏度差异很大;不同的土类,参数灵敏度差异也较大。实际应用时,对灵敏度大的参数取值应特别慎重。     

隧道单层衬砌设计方法研究及应用

目前,在单层衬砌设计中应用较为广泛的是基于挪威法的Q系统支护设计法,但该方法涉及的参数有6个,在施工前及施工过程中测试这些参数经验性较强,准确性不高,而且费用较高;将Q法直接移植到中国的单层衬砌设计困难较大,不适合中国国情。在此背景下,提出以屈服接近度和围岩松动圈支护理论为基础的单层衬砌设计原则和方法,并结合合武铁路大别山隧道2号斜井进行了工程实践。首先通过地质勘查得到隧道所在地区的工程地质、水文地质特征以及围岩的物理力学指标,确定隧道围岩的屈服接近度,进而提出单层衬砌支护参数及喷射混凝土的力学控制指标,完成结构的预设计;根据隧道施工过程中实测的围岩松动圈范围,运用松动圈支护理论修正设计,从而形成一套完整的单层衬砌设计方法体系。实践表明,提出的单层衬砌设计方法经济适用、对施工干扰小,适合信息化施工,且施作完成的单层衬砌结构安全可靠,具有显著的经济效益和社会效益,有较大的推广前景。