“99.8”山东特大暴雨的螺旋度分析   总被引：38，自引：4，他引：34  

谭志华  杨晓霞 《气象》2000,26(9):7-11

应用螺旋度理论结合湿度条件对１９９９年８月１１～１２日产生在鲁东南和鲁中北部的大暴雨,特大暴雨天气过程进行了诊断分析。结果表明：暴雨产生在高温、高温和不稳定大气中;５００ｈＰａ以下低层ｋ－螺旋度正值较大。暴雨产生在８５０ｈＰａ螺旋度中心附近。螺旋度的变化对天气系统的移动、发展及暴雨的落区和强度有较好的指示性;螺旋度还反映了大气垂直运动分布特征和旋转状况。  相似文献   

Seismic stability analysis of reinforced slopes   总被引：4，自引：0，他引：4  

E. Ausilio  E. Conte  G. Dente   《Soil Dynamics and Earthquake Engineering》2000,19(3)

In this paper, the seismic stability of slopes reinforced with geosynthetics is analysed within the framework of the pseudo-static approach. Calculations are conducted by applying the kinematic theorem of limit analysis. Different failure modes are considered, and for each analytical expressions are derived that enable one to readily calculate the reinforcement force required to prevent failure and the yield acceleration of slopes subjected to earthquake loading. Several results are presented in order to illustrate the influence of seismic forces on slope stability. Moreover, a suitable procedure based on the assessment of earthquake-induced permanent displacement is proposed for the design of reinforced slopes in seismically active areas.  相似文献   

石窟围岩及其附属构筑物地震稳定性评价方法研究   总被引：6，自引：2，他引：4       下载免费PDF全文

石玉成  蔡红卫  徐晖平  刘红玫 《地震工程学报》2000,22(1):84-90

以莫高窟为例探讨了挡墙加固型石窟围岩及其附属构筑物的地震稳定性评价方法 .认为对于大型的石窟群及其附属构筑物 ,其地震稳定性评价宜采用以动力分析方法为主 ,拟静力法为辅的双轨制方法 ,并提出了具体的评价思路和理论分析方法 .  相似文献   

地质雷达正演中的频散压制和吸收边界改进方法   总被引：5，自引：0，他引：5  

何兵寿  张会星 《地质与勘探》2000,36(3):59-63

从麦克斯韦方程组出发,建立了地质雷达的时域有限差分法（ＦＤＴＤ）数学模型,导出了理想 散关系和超级吸收边界条件。理想频散关系 考虑了ＦＤＴＤ法的收敛性和稳定性,也考虑了高频电磁波在Ｙｅｅ氏网格中的传播特点;超吸收边界条件则用磁场分量来提高电场分量精度。数值试验表明,理想频散关系能真实地反映雷达波在地下介质中的传播规律,超吸收边界条件能有效减小截断边界的伪反射,提高正演精度。将之应用于实际计算,取得  相似文献   

吉林省长白山天池新生代火山喷发作用及火山灾害的环境效应     

王彦生  彭玉鲸  靳克  许文良 《吉林地质》2000,19(4):25-32

通过对吉林省长白山天池火山的研究及１：５万区域地质调查资料,将区内新生代上新世以来的火山活动划分为４个火山喷发旋回及１３个火山喷发期,对爆发性火山作用划分了岩浆型、蒸气－岩浆型（岩浆－蒸气型）和蒸气型三种类型。火山喷发动力学机制的研究,对长白山天池火山的稳定性作出补步评价,在此基础上,对该区生代上新世以来的火山喷发作用及其引发的火山灾害的环境效应进行了论述。并对火山喷发作用所产生的积极环境效应,提出了合理开发和利用的建议。  相似文献   

Geotechnical and environmental considerations in highway layouts: an integrated GIS assessment approach     

Salah Sadek  Isam Kaysi  Mounia Bedran   《International Journal of Applied Earth Observation and Geoinformation》2000,2(3-4)

Highway route layout design typically relies on aerial photographs, topographic maps and geologic maps. In this paper, a GIS platform, which incorporates the main digital data needed for evaluating route layouts, is used in a computer-based approach for highway layout assessment. Possible layouts are evaluated based on two sets of criteria. First, traditional evaluation criteria focussing on geometric design factors and impact on man-made features are considered. Next, the developed assessment framework builds on the GIS platform to generate specific environmental and geotechnical criteria for route layout evaluation. The developed approach integrates highway design, slope stability, and traffic noise modeling packages and specifically written codes with the GIS packages ARC/INFO and ArcView. A prototypical application of the assessment framework for a proposed highway south of the city of Beirut, Lebanon is presented. The results demonstrate the potential of the developed approach in incorporating new evaluation criteria at the route layout design stage and in automating the route layout assessment procedure.  相似文献   

水汽方程古典解的适定性研究     

王必正 《气候与环境研究》2000,5(2):145-154

对于球坐标系下的水汽方程,当考虑水汽的凝结或凝华过程时,利用水汽方程的特点得到了关于水汽方程的弱极值原理的较强形式。利用该弱极大值原理,证明了对于第一类、第二类和第三类边值问题,水汽方程解的唯一性和稳定性。利用Schauder方法,证明了对于第一类、第二类和第三类边值问题,C2空间连续的水汽方程解的存在性。此外,还严格证明了水汽方程古典解的非负性。    相似文献   

软土深基坑稳定性分析     

杨向东  曲学兵 《地质与勘探》2000,36(3):81-83,87

结合青岛港务局业务楼深基坑 ,在基坑围护设计及施工存在不足的情况下所导致的基坑失稳 ,提出了新的围护和施工方案 ,并对围护结构的稳定性进行了分析。  相似文献   

Quantification of stability improvement of a dump through biological reclamation     

S. K. Chaulya  R. S. Singh  M. K. Chakraborty  B. K. Srivastava 《Geotechnical and Geological Engineering》2000,18(3):193-207

An integrated study on biological stabilisation of a dump slope has indicated that biological reclamation with grass and tree species should be considered for long term stability of this coal mine dump in India. The grasses have greater soil binding capacity and help to control soil erosion and improve dump stability. Native grasses such as Bamboo (Dendrocalmus strictus) and Kashi (Saccharum spontaneum) are the important constituents of grass species which can stabilise the dump slopes. Field observation of growth performance of grasses have indicated that mean grass height, root depth and below-ground root biomass are 185 cm (±68), 45 cm (±5) and 467 g m^–2 (±170), respectively after three years of grass growth on Mudidih overburden dump slope in India. The growth performance of tree species, namely Sisum (Dalbergia sisoo) and Subabool (Leucena lecocephala), in terms of height, diameter increment, below-ground biomass and root depth have shown mean values of 219 cm (±94), 48 mm (±6), 4.0 kg m^–2 (±1.5) and 1 m (±0.1), respectively. This acts as biological fertility which helps in root proliferation and enhancement of dump stability. From the numerical modelling it is suggested that roots of these grass and tree species have significantly enhanced the factor of safety of dump from 1.4 to 1.8 and therefore have a positive role in maintaining long term stability.  相似文献   

内蒙古东南部中生代构造应力场的多次转换及动力机制探讨   总被引：1，自引：0，他引：1  

方曙  鞠文信  张亚盾 《地质力学学报》2002,8(1):26-34

通过对内蒙古东南部中生代地质构造特征的综合研究,将该区域内中生代构造应力事件划分了8个阶段。构造应力场的压、张应力交替变化,此起彼伏,此消彼长,反映出地壳存在着弹性运动。地壳的发展历史就是在弹性运动过程中不断调整平衡,在调整平衡过程中形成了各种建造和构造。其动力主要来源于地球自转造成的地应力变化。   相似文献