Centrifuge modeling of PGD response of buried pipe

A new centrifuge based method for determining the response of continuous buried pipe to PGD is presented. The physical characteristics of the RPI‘s 100 g-ton geotechnical centrifuge and the current lifeline experiment split-box are described: The split-box contains the model pipeline and surrounding soil and is manufactured such that half can be offset, in flight, simulating PGD. In addition, governing similitude relations which allow one to determine the physical characteristics, (diameter, wall thickness and material modulus of elasticity) of the model pipeline are presented. Finally, recorded strains induced in two buried pipes with prototype diameters of 0.63 m and 0.95 m (24 and 36 inch) subject to 0.6 and 2.0 meters (2 and 6 feet) of full scale fault offsets and presented and compared to corresponding FE results.     

Measurement of six degree-of-freedom ground motion by using eight accelerometers

A new integrated measuring system with eight force-balance accelerometers is proposed to obtain a direct measurement of six degree-of freedom （DOF） ground motions, including three rotational and three actual translational acceleration components without gyroscopes. In the proposed measuring system, the relationship between the output from eight force-balance accelerometer and the six DOF motion of the measuring system under an earthquake are described by differential equations. These equations are derived from the positions and directions of the eight force-balance accelerometers in the measuring system. The third-order Runge-Kutta algorithm is used to guarantee the accuracy of the numerical calculation. All the algorithms used to compute the six DOF components of the ground motion are implemented in a real-time in Digital Signal Processor （DSP）. The distortion of the measured results caused by position and direction errors of the accelerometers in the measuring system are reduced by multiplying a compensation coefficient C to the output and subtracting static zero drift from the measured results, respectively.     

Study on comparison between absolute and relative input energy spectra and effects of ductility factor

Introduction Estimation of an attenuation relationship for strong ground motion parameters has been an interesting research subject in the field of engineering seismology and has played a very important role in seismic safety evaluation, seismic zoning, seismic hazard evaluation of major constructions, etc. At present, the generally used parameters include peak acceleration, peak velocity and elastic response spectrum. Such parameters mentioned above are essentially independent of the duration…     

基于遥感影像的哈尔滨市城市热环境变化

以Landsat TM/ETM+为基本数据源,利用遥感和GIS技术定量反演了哈尔滨市1989和2000年的地面亮温和植被指数(NDVI),对标准化地面亮温分级数据进行热力景观指数计算,研究城市热场分布的空间格局、时空变化规律和不同植被指数(NDVI)等级下热环境的变化特征.结果表明:1989和2000年哈尔滨市建成区均存在显著的热岛效应,2000年建成区热岛效应增强,哈尔滨市总体地面亮温升高;热力景观日趋破碎,各景观类型受干扰程度较大,处于很不稳定的状态.NDVI与地面亮温的负相关性随着植被覆盖度的升高而增大;植被覆盖度与地面亮温的空间变异呈负相关.     

乐山市地面风场特征及风能资源初探

利用乐山市1971~2005年整编风资料对乐山市各区县地面风场进行了全面分析,并对全市风能资源的分布情况进行了研究,旨在对今后乐山市风的预报及其相关服务有较好的帮助。     

西北地区降水对陆面特征敏感性的数值试验

本文是一个用大气环境模式研究中国西北地区陆面特征改变之后影响其降水的数值试验，模式中假定西北地区的植被完全被裸陆代替，对６、７、８月进行数值积分，以便检查夏季大气环流对陆面特征的响应，数值试验的结论是：陆面反照率升高后，与之相伴随的是降水率下降，并且大气的下沉运动控制了该地区。     

δ~(18)O, δD and d-excess signatures of ground ice in permafrost in the Beiluhe Basin on the Qinghai-Tibet Plateau,China

In this paper, stable isotope(δ~(18)O, δD) investigations were completed in ground ice from a deep borehole in the Beiluhe Basin on northern Qinghai-Tibet Plateau to unravel the isotopic variations of ground ice and their possible source water. The δ~(18)O and δD of ground ice show distinctive characteristics compared with precipitation and surface water. The near-surface ground ice is highly enriched in heavier isotopes(δ~(18)O and δD), which were gradually depleted from top to bottom along the profile. It is suggestive of different origin and ice formation process. According to isotopic variations, the ice profile was divided into three sections: the near-surface ground ice at 2.5 m is frozen by the active-layer water which suffered evaporation. It is possible that ground ice between 3 and 4.2 m is recharged by the infiltration of snowmelt. From 5 to 6 m, the ground ice show complex origin and formation processes. Isotopic variations from 6 to 11.1 m and 20.55 m indicate different replenishment water. The calculated slope of freezing line(S=6.4) is larger than the experimental value(5.76), and is suggestive of complex origin and formation process of ground ice.     

Further examples of ventifacts and unusual patterned ground from the Falkland Islands, South Atlantic

Abstract Examples of ventifacts and forms of unusual patterned ground that differ in situation, characteristics and/or origin to types reported previously are described from the Falkland Islands, South Atlantic. The ventifacts, represented by clasts projecting from an eroding tillite shore platform, have been grooved by the passage of windblown sand. The patterned ground forms comprise stone polygons on clay loam regolith, stone polygons on peat, peat‐filled desiccation cracks on peat, and clusters of on‐edge clasts (stone packings) on a gravel beach. Aeolian transport of particles is considered responsible for the infill of the polygonal cracks. The clusters of on‐edge clasts are thought to have developed as a result of wave action, in particular backwash and/or undertow. Although these features occupy small surface areas they provide useful information about local geomorphic processes and testify to the marked diversity of such features in nature.     

甘肃中川地区雷暴地闪特征的初步分析

本文分析了1987年6月28日甘肃中川地区一次雷暴过程中地面4个测站的电场资料,并定量估算了4个地闪的8个回击所中和的电荷量及其高度。负地闪回击所中和的电荷离地高度为4km左右(对应的环境温度为-11.2℃),而正地闪回击所中和的电荷离地高度为2km左右(环境温度+4.9℃)。负地闪大多发生在云闪后的电场恢复阶段,且在开始时往往具有持续几百毫秒的云内放电过程。其激发过程可能是首先在云底部正电荷区产生向上传输的持续正流光,导致云中部负电荷向下移动,并引发向下传输的负先导,最终导致地闪回击的发生。