公路桥涵台背回填稳定性极限分析上限解

运用塑性力学极限分析的上限定理,分析公路桥涵台背回填的稳定性问题。首先,由模型试验和数值分析结果确定回填区和地基的滑动模式;其次,根据位移协调条件建立滑动体的速度场,并计算各滑动楔块的位移速度;最后,运用虚功原理和优化算法寻找最不利滑动面位置,计算不同回填材料的土压力或临界填筑高度。研究发现：地基与回填材料的强度、性能以及加筋条件对台背回填稳定性的影响都非常显著。结果表明：增加地基与回填材料的强度,采用轻质回填材料,减小加筋间距和增加筋材强度,都有利于提高台背回填材料的稳定性。     

邻近隧道爆破振动响应研究

由于新建隧道与既有隧道之间距离较近,开挖爆破产生的地震波会危及既有隧道衬砌结构的安全和稳定,笔者应用现场监测和数值分析两种手段对此进行了分析研究,得出了一些有意义的结论。     

赤道东太平洋SST强增温过程特征分析

本文利用太平洋海温距平场资料,对１９８６年以来发生的厄尔尼诺过程的开始时间、发展过程及强度等方面进行了分析。并与历史上的厄尔尼诺过程进行比较,结果表明,９０年代是厄尔尼诺事件的多发期,在１９９１￣９８年的８年中,间连续发生四次厄经诺事件,其中１９９７￣９８年的厄尔尼诺,成为有历史记录以来最强的一次过程。     

青藏高原东缘构造演化的SHRIMP锆石U-Pb年代学框架

青藏高原东缘一直被普遍认为是一个吸收印度—欧亚大陆碰撞变形的调节带。本文所获得的最新SHRIMP锆石U-Pb测年结果显示:青藏高原东缘具有更加复杂的地质历史。测年结果表明,高原东缘最古老的前寒武纪结晶基底形成于古元古代(2401~1912Ma)。这一古老基底首先受到中元古代构造热事件(1361~1040Ma)的影响,随后受到新元古代与弧岩浆活动有关构造热事件(791~817Ma)的强烈改造。松潘—甘孜复理石杂岩的基底是亲洋壳型的,形成于晚新元古代的大陆裂解作用(681~655Ma)。高原东缘的前寒武纪微地块可能是由这次裂解作用从扬子或青藏地块拉裂出去形成的。这些微陆块先增生拼贴于东冈瓦纳大陆、然后又从中裂离,并最终卷入高原东缘的特提斯构造演化过程中。伴随东冈瓦纳大陆裂解,高原东缘古特提斯洋于石炭纪至二叠纪早期拉开(328~292Ma),经早中生代弧-陆碰撞作用闭合(224~213Ma)。中侏罗世这一地区发育显著的构造岩浆活动(175Ma),但其动力学背景仍不十分清楚。晚白垩世岩浆活动(97Ma)可能是印度板块初始俯冲阶段的产物。新生代岩浆作用(18Ma)与陆-陆碰导致的大规模走滑断层作用所引起的同熔作用有关。     

Parametric study on performance of bridge retrofitted by unseating prevention devices

1 Introduction Structural retro?t techniques (Roberts, 2005), such as restrainers, concrete shear keys, steel jackets, CFRPshells, base isolators, or dampers have been widely studied and implemented in actual structures based on the experiences learned from past earthquakes. In the Chi-Chi earthquake (EERI, 2001), the damage to simply-supported PCI girder bridges provided a different view from which to examine the function of a rubber bearing system for simply- supported bridges (NCREE,…     

非地转湿Q矢量分解在暴雨分析中的应用

利用非地转湿Q矢量对山东省春秋季两次罕见的暴雨天气进行了诊断分析。分析结果表明:暴雨期间都有较强的非地转湿Q矢量辐合,产生上升运动,形成暴雨。这一结果也表明凝结潜热加热对暴雨的产生有着重要的作用。本文进一步把非地转湿Q矢量分解为平行于等位温线和垂直于等位温线两部分。揭示在这两场暴雨过程中,虽然都有中尺度和大尺度辐合上升运动作用的叠加,但在春季暴雨的个例中,垂直于等位温线的非地转湿Q矢量的辐合与总的非地转湿Q矢量的辐合相接近,暴雨以中尺度上升运动为主。而在秋季暴雨的个例中,平行于等位温线的非地转湿Q矢量的辐合与总的非地转湿Q矢量的辐合在形状上相似,在强度上偏强,暴雨的上升运动以大尺度为主,中间夹杂着中小尺度的上升运动,降水以混合型为主。     

中蒙干旱半干旱区冬、夏季地面气温时空变化特征分析(Ⅱ):7月

为整体地分析中蒙干旱半干旱区(中蒙干旱区)夏季气温的时空变化特征,利用中蒙干旱区内分布相对均匀的104个站点(包括5个“人造站”)1961—1997年7月的平均地面气温资料等,首先分析了该区夏季的平均气温场、气温年较差及日较差等背景;然后,对标准化的7月平均气温距平资料分别作了EOF和REOF分析。结果表明:(1)中蒙干旱区夏季的热量资源充足。夏季气温场分布的区域性特色更明显。(2)受纬度、地形高度及远离海洋等的影响,中蒙干旱区地面气温的年较差大,日较差也大,呈典型大陆性气候(大陆度高)的特色,但是区内的夏季气温年际变化小。(3)根据气温的EOF分析,中蒙干旱区夏季气温异常可粗分为全区一致型、准东西差异型、准南北差异型及准东北—西南差异型等4种常见分布模态;再根据REOF分析,可将该区夏季气温异常进一步细分为青海高原、高原东北侧、南疆、北疆、陕西甘南区、蒙古国西北部及东南部等7个分区。(4)近37年来,中蒙干旱区夏季气温增暖主要出现在高原东北侧和南疆区,强度比冬春季弱;在青海高原及蒙古国东南部气温还在变凉,区内各分区夏季气温变化也约有3~4年的周期。     

Lateglacial and Holocene climate and soil erosion in southeastern France: A case study from Etang du Pourra,Provence

A synthesis of pollen evidence from Etang du Pourra, a small pond in Rhodanian Provence, France, complemented by new sedimentological, mineralogical and palynological data allow a reassessment of the Lateglacial-Holocene vegetation and climatic history of the area. The Etang du Pourra succession is shown to consist of two parts; the lower part dates from the Lateglacial and the upper reveals the Holocene pollen-stratigraphic succession typical of the region. In the Lateglacial, a humid and cooler phase is recorded before the Younger Dryas conditions progressively set in. In the Holocene succession, the consequences of human modifications on the environment are clearly visible in changes in mineralogy and pollen stratigraphy.     

罗甸南部多金属矿特征与成矿条件初步分析

罗甸南部位于右江造山带北缘,褶皱断层较为复杂,穹状构造发育,有利于多金属矿床形成。本文简要叙述该区多金属矿产特征,并对其成矿条件进行初步分析。     

Spatial distribution and susceptibility analyses of pre-earthquake and coseismic landslides related to the Ms 6.5 earthquake of 2014 in Ludian,Yunan, China

On 3 August 2014, an earthquake struck Ludian County, Yunnan Province, China, which has caused a large number of coseismic landslides. Visual interpretation permitted 284 and 1053 landslides before and after the event to be mapped, respectively. This work attempted to analyse these two kinds of landslides. Conditioning factors, such as slope angle, aspect, curvature, elevation, distance from drainages, intensity and lithology, and the index of Landslide Number Density (LND) were used to describe the spatial distribution of these landslides. Then, the pre-earthquake and coseismic landslide susceptibility maps were produced using the information value model. The areas under curve are 84.73 and 77.05%, for the pre-earthquake and coseismic landslides, respectively. The results show that the LND values as well as the information values of coseismic landslides are larger than those of the pre-earthquake case. This also indicates that this Ludian earthquake has a relatively larger ability to trigger landslides.