爆炸荷载作用下岩石的变形与破坏研究(Ⅱ)

无论是矿山工程、隧道工程中钻孔爆破效率的提高、工程爆破领域爆破振动参数的预测,还是最近一系列高技术常规局部战争中钻地炸弹对地下坚固目标的破坏,在不考虑岩石中强爆炸引起的光子和电磁辐射等极端效应情况下,都亟待要求对岩石中爆炸引起的应力、变形及其它运动参数和破坏效应作出比较准确的评估。目前对此问题的研究尚只能达到大致的机理及景象的定性认识和描述,定量上的确定存在数量级的误差,尤其是爆炸和冲击的近区,误差更大。其原因在于岩石中爆炸产生的变形和破坏特征,不仅与作用时发生相应的物理及力学运动密切相关,而且强烈地受岩石自身构造缺陷水平及其变化的制约。本文概述了爆炸作用下岩石的动力变形与破坏研究之现状。研究中考虑了岩石的构造特点及其对基本力学性状的影响,并简述了其研究的新趋向。     

基于GDS的非饱和土强度三轴试验研究

由于吸力的影响,非饱和土的力学性状与饱和土有着很大的差异。文章应用GDS三轴仪来研究某高心墙堆石坝填料非饱和土的强度特征。结果表明:此填料非饱和土的强度在低吸力范围内,与吸力基本呈线性增长关系。验证了非饱和土的双变量强度理论的适用性;并得到了非饱和土抗剪强度参数φb约为10.1°。     

一次低涡切变型连续性冰雹过程天气分析

对2004年7月13-20日西北地区东部出现的一次低涡切变型区域性冰雹天气过程,从其产生的大气环流背景和前期气候背景进行了讨论,并利用MICAPS提供的方法,对物理量场进行了初步分析,总结了其发生发展的客观规律。结果表明:形成这次连续性降雹的影响系统是500 hPa位于青藏高原东北侧到华北的低涡切变;深厚的不稳定层结和随高度增强的不稳定能量,是此次强对流发生的热力条件;有利的低层辐合与高层辐散的散度场是此次强对流发生的动力因子;随高度增强的上升运动为冰雹的形成提供了水汽条件。     

Rheology of Lyocell Solutions from Different Cellulose Sources

Rheological measurements were used to characterize the behavior of lyocell solutions, i.e., cellulose dissolved in N-methymorpholine-N-oxide. Cellulose sources included dissolving pulp, kraft pulp, sugar cane fibers, and kenaf fibers. The dominance of viscous behavior, G values, over elastic behavior, G values, is affected by cellulose concentration and molecular weight. At lower concentrations and degrees of polymerization (DP), dissolving pulp solutions show viscous, inelastic behavior at low frequencies. At higher concentration and DP, dissolving pulp solutions are more elastic at higher frequencies. Solutions prepared with kenaf and sugar cane fibers show similar properties to those using pure dissolving pulp, and comparisons suggest the molecular weight and/or the presence of other substances such as lignin in the cellulose from these alternative sources affect the rheology.     

土壤含水量和植被对浅层滑坡土体抗剪强度的影响

通过对裸地和桉树林地两种土壤在不同土壤含水量、不同深度的非饱和土的直剪试验,研究了植被类型和含水量对非饱和土抗剪强度的影响.结果表明,随着含水量的增加,非饱和土的粘聚力和内摩擦角均减小,粘聚力有较大变化而内摩擦角变化较小,植被具有提高非饱和土抗剪强度的作用.     

苏南地区新近沉积土的动剪切模量比与阻尼比--试验研究

苏南地区的场地土主要为漫滩相、湖沼相或冲湖相新近沉积软弱土，结构松散，沉积零乱，成分复杂，饱水可液化粉细砂层及粉土层较为发育，在地震或动力荷载的作用下有可能发生软土震陷或砂土液化。通过对苏南地区淤泥质粉质粘土、粘土、粉质粘土、粉质粘土与粉细砂互层土、粉土、粉砂、细砂和中粗砂等8类新近沉积土155个原状土样历时4年的试验研究，给出了该地区上述8类新近沉积土的动剪切模量比G／Gmax和阻尼比D随剪应变幅值γ变化的平均拟合曲线及其参数的推荐值。为便于一般工程应用，给出了这8类新近沉积土的G/Gmax-γ，和D—γ关系曲线的推荐值及其标准差。     

CHANNEL INSTABILITY IN THE LOESS AREA OF THE MIDWESTERN UNITED STATES1

ABSTRACT: The bess area of the midwestern United States contains thousands of miles of unstable stream channels that are undergoing system‐wide channel‐adjustment processes as a result of (1) modifications to drainage basins dating back to the turn of the 20th century, including land clearing and poor soil‐conservation practices, which caused the filling of stream channels, and consequently (2) direct, human modifications to stream channels such as dredging and straightening to improve drainage conditions and reduce the frequency of out‐of‐bank flows. Today, many of these channels are still highly unstable and threaten bridges, other structures, and land adjacent to the channels. The most severe, widespread instabilities are in western Iowa where a thick cap of bess and the lack of sand‐and gravel‐sized bed sediments in many channels hinders downstream aggradation, bed‐level recovery and the consequent reduction of bank heights, and renewed bank stability. In contrast, streams draining west‐central Illinois, east‐central Iowa, and other areas, where the bess cap is relatively thin and there are ample supplies of sand‐and gravel‐sized material, are closer to recovery. Throughout the region, however, channel widening by mass‐wasting processes is the dominant adjustment process.     

气化熔融处理生活垃圾时灰渣的熔融特性

弄清垃圾灰渣的熔融特性对于保证生活垃圾的气化熔融与液态出渣具有重要作用。针对重庆生活垃圾灰与无烟煤灰形成的灰渣,实验研究了在不同的燃料添加量及添加剂条件下灰渣的熔点与粘度,并结合炉温的变化,分析了不同条件对灰渣熔融及液态出渣的影响。结果表明,灰渣的熔点与粘度均随燃料添加量的增加而升高;向燃料比为10%的灰渣中加入添加剂后,灰渣的熔点降低幅度较小,其粘度却随碱度的增加而增大以至熔渣流动性变差;燃料比为40%时,灰渣熔点与粘度均随添加剂的加入而显著降低,且向渣中加入CaO使得灰渣碱度为1.2时灰渣熔点较低且粘度较小,有利于其熔融与液态出渣。     

Municipal sludge as landfill barrier material

The aim of this research is to find substitute barrier materials for natural clay from two kinds of municipal sludge: waterworks sludge( Sw ) and dredging sludge( Sd ). Laboratory tests were performed firstly to determine their Atterberg limits and hydraulic conductivity.Based on the results, the use of waterworks sludge was recommended. Then, shear strength tests were performed and it was found the shear resistance property of waterworks sludge is strong enough to maintain slope stability. In order to evaluate the possibility of secondary pollution, the heavy metal contents of waterworks sludge was determined and the results indicated that secondary pollution is unlikely happened. Finally, economic analysis proves that reusing waterworks sludge as barrier will reduce the lost a great for both landfill and waterworks. Based on the results, waterworks sludge was proposed to use and a further long-term simulated landfill test was suggested.     

长期冻融循环下固化铅锌镉复合重金属污染土抗剪强度及浸出特征研究

为了评估长期冻融循环后(最长90d (次))固化复合重金属污染土的的抗剪强度及浸出特征,采用水泥、生石灰和粉煤灰按比例混合的复合固化剂固化/稳定化铅锌镉复合重金属污染土进行三轴压缩试验及毒性特征浸出程序试验.结果表明,固化污染土体的内摩擦角仅在冻融循环3次内有明显增加,增加率高达96.3%;粘聚力在冻融循环30次内总体趋势不断下降,之后无显著变化,最终下降率达到54.23%;Pb²⁺、Zn²⁺、Cd²⁺浸出浓度与冻融循环次数呈正比;EC值与冻融循环次数在总体上正相关;长期冻融循环作用后浸出液的pH值降低.并通过扫描电子显微镜,进一步探究长期冻融循环下固化污染土抗剪强度及浸出特征的劣化机理,结果显示在冻融循环后期固化土体内生成了大量的延迟钙矾石,这些延迟钙矾石在形成过程中的膨胀作用是引起抗剪强度损失、重金属浸出浓度升高的主要原因.