新形势下的地理教研组建设

地理是一小学科,从教人数较少,很多学校没有独立的教研组,即使有,也因势单力薄,成不了“气候”。高考选考地理的人数少,社会、学校、教师、学生都不很重视,这些在一定程度上影响地理教研组的发展。然而,教研组是学校教学活动的重要基层组织．,是学校教研活动的基本单位,是教师参与教研活动最：苴接的场所,是提高学校教学质量的重要基地。教研组的建设对提高学校科研水平、教师专业素养、教育教学质量都起着举足轻重的作用。     

注重基础 强化能力 凸现积极的地理教学导向——2010年上海市普通高中地理学业水平考试简析

高中地理学业水平考试作为目标参照考试,既是对每一个高中学生地理学习水平的测试,也可以在一定程度上考量地理教师的教学水平,并在客观上对高中地理教什么和怎么教起到方向标的作用。2010年推出的上海市普通高中地理学业水平考试,以《上海市中学地理课程标准（试行稿）》为命题依据,遵循《2010年上海市普通高中学业水平考试地理学科考试大纲》所确定的测量目标和内容要求,     

“失败”的地理实验也是教学成功之母

案例实验一：为验证水平运动物体偏向,笔者请学生做这样的实验,将家中水池放满水后,拔除塞子,观察水向中心汇聚流出时,水流漩涡的方向。按照预计的实验检测目的,是想得出水平运动的物体所受的地转偏向力的影响,在北半球应为逆时针流向。     

渠坡上基桩的水平承载机制试验研究

南水北调中线工程建设中,交通桥和生产桥的支承结构大部分坐落在两侧渠坡上;运行期间的荷载（特别是水平荷载）通过桥墩和承台传到置于渠坡的桩基础上,在一定的深度范围内将产生桩、土分离及不均匀沉降,拉裂基础与渠坡结构层的结合,影响渠道的防渗效果。为了采取有效的防治措施,需要掌握渠坡斜面上基桩的变形机制。作为研究环节之一,通过物理模型试验研究了渠坡上基桩的水平承载机制,结果表明：基桩处在渠坡上的抗变形能力要比处在水平地基上的抗变形能力弱,水平承载能力比基桩处在水平地基上的要小。     

The comprehensive evaluation of China＇s urbanization and effects on resources and environment

This paper constructs a comprehensive evaluation index system for the urbanization level in China in terms of four aspects of urbanization connotation: population, economy, society, and land. A comprehensive measurement is carried out for the Chinese urbanization between 1981 and 2006 based on the Entropy method. The results show that the comprehensive level of urbanization in China has a continuous increase with the major features of economic growth and a rapid evolution of the geographical landscape, followed by population urbanization and then social urbanization of health care standard; the distinguished evolutional characteristics can also be found in each of the subsystems. The integrated evolution of urbanization has a profound effect on the resources, energy and the environment, making the land resources and energy security situation under severe pressure. The environment pressure is also increased further.     

Characteristics of horizontal ground motion measures along principal directions

<正>Ground motion records are often used to develop ground motion prediction equations(GMPEs) for a randomly oriented horizontal component,and to assess the principal directions of ground motions based on the Arias intensity tensor or the orientation of the major response axis.The former is needed for seismic hazard assessment,whereas the latter can be important for assessing structural responses under multi-directional excitations.However,a comprehensive investigation of the pseudo-spectral acceleration(PSA) and of GMPEs conditioned on different axes is currently lacking.This study investigates the principal directions of strong ground motions and their relation to the orientation of the major response axis, statistics of the PSA along the principal directions on the horizontal plane,and correlation of the PSA along the principal directions on the horizontal plane.For these,three sets of strong ground motion records,including intraplate California earthquakes,inslab Mexican earthquakes,and interface Mexican earthquakes,are used.The results indicate that one of the principal directions could be considered as quasi-vertical.By focusing on seismic excitations on the horizontal plane,the statistics of the angles between the major response axis and the major principal axis are obtained;GMPEs along the principal axes are provided and compared with those obtained for a randomly oriented horizontal component;and statistical analysis of residuals associated with GMPEs along the principal directions is carried out.     

任意位移模式刚性挡土墙土压力研究

改进了水平层分析法,用于计算任意位移模式的土压力分布。对不同位移模式下水平微分单元进行受力分析,认为位移模式只影响了层间等效内摩擦角。根据前人提出的内摩擦角逐渐发挥的概念,将层间等效内摩擦角与挡土墙位移模式联系起来,并应用到水平层分析法中,实现了能够定量反映位移模式的土压力计算方法。分析表明：随位移模式变化,土压力合力大小始终保持不变且与库仑理论计算结果相一致,土压力分布和合力作用点则变化显著。试验数据验证了方法的合理性和可靠性。研究成果可供刚性挡土墙土压力计算参考     

不对称双连拱海底隧道施工引起的地层变形分析

在目前众多的预测隧道开挖引起的地层变形的方法中,经验公式法最为简便,也是目前应用最为广泛的方法,为此介绍了多种预测隧道开挖引起的地层沉降和水平位移的经验公式。并以青岛胶州湾海底隧道不对称双连拱断面为工程背景,由位于主隧道与匝道交叉口段的典型断面ZK2+800.78的几何参数和地质资料构建三维数值计算模型,采用岩土体工程通用有限差分软件FLAC3D进行动态施工三维数值模拟。通过对FLAC3D模拟和各经验公式计算的地层沉降和水平位移的对比分析,评价了FLAC3D软件和各经验公式在不对称双连拱隧道断面地层变形预测中的适用性。结果表明,当地层埋深较浅时,不同埋深地层的地层沉降和水平位移可近似用各经验公式来预测;但随着地层埋深的增大,各经验公式预测的偏差不断增大;经验公式只能对单一地层、单一隧道的地层变形进行估算,存在明显的局限性,而在预测复杂地质条件下不对称双连拱隧道断面开挖引起的地层变形时,FLAC3D较各经验公式有明显的优势