南京冬季浓雾的演变特征及爆发性增强研究   总被引：5，自引：2，他引：3  

刘霖蔚  牛生杰  刘端阳  陆春松 《南京气象学院学报》2012,35(1):103-112

2007年12月18—19日,南京地区出现了一次持续20h的浓雾过程,其中能见度低于50m的强浓雾几乎占到整个雾过程的1／3。利用同期在南京市北郊的外场观测数据,结合NCEP再分析资料,分析了该次雾的演变过程、微物理结构及边界层特征,探讨了地面雾爆发性增强的成因。结果表明：本次雾在西南平流的增湿作用下触发生成;日出后,平流输送和地表蒸发提供了充足水汽来源,贴地层逆温因高空下沉增温而向上抬升且稳定存在,因此大雾得以维持;整个雾过程中雾滴数浓度、平均直径、含水量随时间的变化趋势基本一致,平均谱曲线均呈指数下降分布,雾滴集中在小滴端;两次地面雾爆发性增强均发生在夜间,其特征为各微物理参量明显增大,滴谱上抬拓宽;爆发性增强的原因是地表气温陡降、贴地层逆温增强及可充当雾滴凝结核的气溶胶大粒子数增多。  相似文献   

Deformation analysis of geocell reinforcement using Winkler model     

Ling Zhang  Minghua Zhao  Xiaowei Zou  Heng Zhao 《Computers and Geotechnics》2009

Geocell reinforcement has been increasingly applied to embankment engineerings. Deformation calculation is one of the major concerns during the design process. Using Winkler foundation model and with consideration of the interface resistance effect, a deformation control differential equation for the geocell reinforced mattress under the vertical symmetric loads is presented in this paper. The corresponding power-series semi analytic solutions for the displacements and the internal forces of geocell reinforcement are also presented. Furthermore, the influence factors such as loads, length and flexural rigidity of geocell reinforcement, coefficient of subgrade reaction and the interface resistance on the stress-deformation characteristic of geocell reinforcement are discussed. Finally, two examples are employed to verify the presented method. This study suggests that the effect of the interface resistance on the deformation of geocell reinforcement should be considered in engineering design.  相似文献   

CFRP加固一字形竖缝耗能预制剪力墙抗震性能研究     

王宇亮  何斌  张玉敏  李祥  庞豹 《震灾防御技术》2021,16(3):544-553

以一字形竖缝耗能预制剪力墙作为研究对象,设计了3个装配式剪力墙试件及1个现浇剪力墙对比试件,进行低周往复荷载试验,并对破坏墙体进行CFRP加固,再次进行拟静力试验。试件变化参数包括轴压比、混凝土强度等级及配筋率,对比分析加固前后试件滞回性能、刚度退化、承载力和耗能能力等性能。试验结果表明,与现浇剪力墙相比,一字形竖缝耗能预制剪力墙工作性能良好,阻尼器屈服耗能提高了试件整体工作性能;CFRP加固可有效抑制墙体斜裂缝的发展,对墙体承载力及耗能能力均有显著改善作用;各试件均满足剪力墙弹塑性层间位移角限值要求,延性较好;试件整体表现出良好的抗震性能。  相似文献   

袖阀管注浆在人工填土暗挖施工中的应用     

夏向东  张丹 《岩土工程技术》2019,(4):218-221

阜石路分洪暗涵某暗挖段,浅涵暗挖洞身大部位于人工填土内,部分区域洞底人工填土厚度仍达2m。人工填土松散,自稳能力差,易发生塌落现象,不易成洞,施工难度大。为避免暗挖施工期间人工填土产生安全隐患并减少后期隧道变形,采用了袖阀管注浆技术对填土地层进行注浆加固,以确保工程施工安全及隧道工程质量&根据工程实施效果可见,袖阀管注浆加固对在人工填土中进行暗挖隧道开挖的沉降、变形控制的效果较好。  相似文献   

Countermeasures for breakwater foundation subjected to foreshocks and main shock of earthquake loading     

Babloo Chaudhary  Hemanta Hazarika  Siavash Manafi Khajeh Pasha 《Marine Georesources & Geotechnology》2018,36(3):308-322

Coastal protective structures, such as composite breakwaters, are generally vulnerable to earthquake. It was observed that breakwaters damage mainly due to failure of their foundations. However, the seismically induced failure process of breakwater foundation has not been well understood. This study describes failure mechanism of breakwater foundation as well as a newly developed reinforcing model for breakwater foundation that can render resiliency to breakwater against earthquake-related disasters. Steel sheet piles and gabions were used as reinforcing materials for foundation. The experimental program consisted of a series of shaking table tests for conventional and reinforced foundation of breakwater. Numerical analyses were conducted using finite difference method, and it was observed that the numerical models were capable to elucidate the seismic behavior of soil–reinforcement–breakwater system. This paper presents an overview of the results of experimental and numerical studies of the seismic response of breakwater foundation. Overall, the results of these studies show the effectiveness of the reinforced foundation in mitigating the earthquake-induced damage to the breakwater. Moreover, numerical simulation was used for parametric study to determine the effect of different embedment depths of sheet piles on the performance of breakwater foundation subjected to seismic loading.  相似文献   

Flexural performances of prestressed high strength concrete piles reinforced with hybrid GFRP and steel bars     

Ping Wu  Yang Guo  Dayong Zhu  Weiliang Jin  Zhenhua Zhang  Rongzhu Liang 《Marine Georesources & Geotechnology》2020,38(5):518-526

Abstract

This study developed prestressed high-strength concrete (PHC) piles reinforced with high-strength materials (glass fiber-reinforced polymer (GFRP) bars) for flexural performance enhancement. Flexural strengths and behaviors of PHC piles reinforced with hybrid GFRP and steel bars were experimentally investigated, respectively. Large-scale specimens with total lengths of 12,000?mm and diameters of 600?mm were constructed and tested under bending, accompanied by evaluation of effects of non-prestressed reinforcement type and longitudinal reinforcement ratio. J-factors were calculated to evaluate deformability of all the specimens. PHC piles reinforced with GFRP bars were demonstrated to have much higher flexural capacity than those reinforced with steel bars. Moreover, strains at the midspans of cross sections of all the specimens basically conformed to the assumption of plane section. Failure of PHC piles reinforced with GFRP bars was attributable to gradual concrete crushing, while that of PHC piles reinforced with steel bars resulted from steel yielding. Results of this study were expected to provide theoretical basis for wide engineering applications of PHC piles reinforced with hybrid GFRP bars and steel bars in marine structures.  相似文献   

红柱石微粉对高铝矾土熟料制品的补强作用   总被引：2，自引：0，他引：2  

李博文  翁润生  周珣若 《矿物岩石地球化学通报》1999,(4)

高铝矾土熟料制品是除粘土制品之外使用范围最广、用量最大的耐火材料,在各种工业窑炉中都有广泛应用。生产铝矾土熟料制品一般采用不同粒级的铝矾土熟料与塑性粘土为原料,用倒焰窑烧成时,烧成温度为１４３０～１４５０℃,保温４０ｈ;用隧道窑烧成时,烧成温度为１５５０～１５６０℃。其工艺关键是控制二次莫来石化产生的体积效应。当制品的Ａｌ２Ｏ３含量在７０％以下时,铝矾土熟料制品的高温性能取决于莫来石晶相与液相间的数量比例。Ａｌ２Ｏ３含量越高,制品中莫来石含量越高,玻璃相相应减少,制品的高温性能越好。在生产中提高…  相似文献   

深基坑边坡支护方式的现状     

戴长冰  水丽 《世界地质》1999,18(4):73-77

根据目前国内边坡支护工作中的主要方式,将深基坑边坡支护按其结构的受力状态和支护的作用原理进行分类,详细论述了各种深基坑边坡支护方式的机制和适用条件,对今后岩土工程的实际工作具有一定的参考作用。  相似文献   

变形岩体软弱破裂带的处理技术          下载免费PDF全文

袁永旭  郑勇  鲜文凯  余雨之 《探矿工程》1999,(3):10-13

在研究完成变形岩体软弱破裂带可灌性的基础上,采用旋喷注浆技术进行直接加固处理,提高破裂带的内聚力和内摩擦角,实践证明,抑制了岩体的变表,防止了滑坡的产生。  相似文献   

袖阀管注浆工法在国内工程施工中的应用   总被引：6，自引：0，他引：6       下载免费PDF全文

张民庆  黄平先  常记春 《探矿工程》1999,(5):19-21

介绍了袖阀管注浆工法的特点,主要技术要求和施工工艺流程,以及该方法在国内注浆加固,防渗,堵漏施工中的应用实例。  相似文献