Experimental pressure solution compaction of synthetic halite/calcite aggregates   总被引：1，自引：0，他引：1  

Sergey Zubtsov  Franois Renard  Jean-Pierre Gratier  Robert Guiguet  Dag K Dysthe  Vladimir Traskine 《Tectonophysics》2004,385(1-4):45-57

Experimental observations are reported of weakening of sediment-like aggregates by addition of hard particles. Sieved mixtures of calcite and halite grains are experimentally compacted in drained pressure cells in the presence of a saturated aqueous solution. The individual halite grains deform easily by pressure solution creep whereas calcite grains act as hard objects and resist compaction. The fastest rate of compaction of the mixed aggregate is not obtained for a 100% halite aggregate but for a content of halite grains between 45% and 75%. We propose that this unusual compaction behavior reflects the competition between two mechanisms at the grain scale: intergranular pressure solution at grain contacts and grain boundary healing between halite grains that prevent further compaction.  相似文献   

城市基准地价评估回归模型分析与改进   总被引：12，自引：0，他引：12  

张雅杰  唐旭  祝国瑞 《武汉大学学报(信息科学版)》2004,29(6):551-554

从分析现行基准地价回归建模的必要性入手 ,分析了建模存在的问题 ,研究了基准地价经济内涵、模型参数和影响因素层次的有关问题 ,在此基础上提出了基准地价建模的新思路 ,并改进了基准地价修正系数法  相似文献   

Multi-dimensional Seismic Response Analysis of Base-Isolated Frame Structure with 3D Isolator   总被引：1，自引：0，他引：1  

XiongShishu HuangLiting ChenJinfeng SuJingsu 《中国地质大学学报(英文版)》2005,16(1):66-71,78

INTRODUCTIONAs a new and effective method for withstandingthe horizontal component of earthquake motion on abuilding structure, the base isolation technique hascome to the engineering application phase ( Hu,1988). However, for some important buildings andfoundation facilities in an earthquake region, it is im portant to consider the effects of 3D aseismatic analy sis, including the vertical component, due to themulti dimensional characteristics of earthquakes (Suand …  相似文献   

基于规则的OpenStreetMap数据模型转换     

江瑜  周晓光  李志盛  赵肄江 《测绘与空间地理信息》2016,(1):31-34

周边区域地理信息的获取是我国地缘环境研究中的一个难题,志愿者地理信息(volunteered geographic information,VGI)的兴起为解决该难题提供了一个可行的方法。在目前一系列的VGI项目中,OpenStreetMap(OSM)是比较领先的应用,但OSM数据模型不同于我国周边应用的专业矢量数据模型,因此,利用OSM数据时首先需要对其进行模型转换。有鉴于此,本文提出了一种基于规则的OSM数据到专业应用矢量数据模型转换方法。该方法首先利用OSM定义的几何类型与地物属性作为分类依据,建立了模型转换基本规则库;对于志愿者根据自己的理解自行标注未包含在基本规则库中的目标采用人机交互方式进行模型转换,并在此过程中不断完善规则库,利用越南与巴基斯坦数据进行实验,最终形成了包括2 344条转换规则的模型转换规则库,为OSM数据模型到专业应用矢量数据模型的转换提供了一条可行途径。  相似文献   

基于Matlab的GPS网间接平差教学设计与实现     

陶秋香  翟敏 《测绘与空间地理信息》2016,(3):9-12

GPS网间接平差是测绘类本科专业误差理论与测量平差基础教学的重要组成部分。本文针对GPS网间接平差存在的观测数据多、计算量大、在实际课堂教学中很难讲解清楚等问题,提出基于Matlab的GPS网间接平差教学设计与实现方法。给出GPS网间接平差课堂教学的内容及难点,阐述基于Matlab的GPS网间接平差程序设计流程及关键步骤的实现方法。结合3个具体的GPS网平差实例,展示程序运行的结果。结果表明,基于Matlab进行GPS网间接平差教学既有助于加深学生对GPS网间接平差理论知识的理解,培养学生理论联系实际的能力,又可以实现学生所学计算机高级编程语言与专业知识的有机结合,提高学生的编程能力和学习兴趣。  相似文献   

Verification and Correction of Cloud Base and Top Height Retrievals from Ka–band Cloud Radar in Boseong,Korea     

Su-Bin Oh  Yeon-Hee Kim  Ki-Hoon Kim  Chun-Ho Cho  Eunha Lim 《大气科学进展》2016,33(1):73-84

In this study,cloud base height(CBH) and cloud top height(CTH) observed by the Ka-band(33.44 GHz) cloud radar at the Boseong National Center for Intensive Observation of Severe Weather during fall 2013(September-November) were verified and corrected.For comparative verification,CBH and CTH were obtained using a ceilometer(CL51) and the Communication,Ocean and Meteorological Satellite(COMS).During rainfall,the CBH and CTH observed by the cloud radar were lower than observed by the ceilometer and COMS because of signal attenuation due to raindrops,and this difference increased with rainfall intensity.During dry periods,however,the CBH and CTH observed by the cloud radar,ceilometer,and COMS were similar.Thin and low-density clouds were observed more effectively by the cloud radar compared with the ceilometer and COMS.In cases of rainfall or missing cloud radar data,the ceilometer and COMS data were proven effective in correcting or compensating the cloud radar data.These corrected cloud data were used to classify cloud types,which revealed that low clouds occurred most frequently.  相似文献   

长距离单历元单频非差北斗网络差分方法     

祝会忠  李博  徐爱功  高猛 《测绘科学》2016,41(5):14-20

针对北斗卫星导航系统现有的网络差分方法多是基于GPS系统并采用双差定位模型,而双差定位模型的采用使得网络差分方法存在一些缺陷的问题,该文提出一种长距离单历元单频非差北斗网络差分方法;首先长距离北斗基准站网向覆盖区域内的北斗用户提供非差误差改正数;然后用户内插计算出自己所需的非差误差改正数,并改正北斗单频伪距观测值的误差;最后进行单历元单频网络差分定位。实验表明,该方法能够使用单历元单频伪距观测数据实现长距离北斗网络差分定位。  相似文献   

一种底座式ADCP流量自动监测探头支撑装置的研制与应用          下载免费PDF全文

刘正伟  陆德智  朱云武  陈明德  张丽花 《水文》2016,36(2):82-84

在流量自动监测系统中,底座式ADCP设备探头位于河底,维修极为不便。该研制装置采用304不锈钢支架配合滑轮、钢索、绞盘等手摇传动系统,将底座式ADCP设备探头从河底传送到水上岸边检修台,实现对设备探头的维护、检修、更换、安装、调试等操作,再通过该装置将底座式ADCP设备探头传送到河底原位,经十里长街等站实际应用,运行稳定可靠,运用极为方便;该装置防磁、防锈、防腐性能良好,为底座式ADCP探头提供一个很好的工作环境,且结构简单,运输方便,可作为中小河流永久流量自动监测站装置使用。  相似文献   

高等级海况条件下移动式海上基地动力响应分析     

李青美  吴林键  王元战  肖忠  李怡 《海洋科学》2016,40(8):129-137

针对半潜式超大型浮式结构中典型的移动式海上基地(Mobile Offshore Base,MOB)在高等级海况下的动力响应问题展开研究。在MOB结构"刚性模块-柔性连接构件(Rigid Modules and Flexible Connectors,RMFC)"模型的前提下,根据动力学基本原理,经理论推导并计算得到MOB分别在6、7、8级海况的随机波激励下,其上各模块的动力响应位移结果。详细分析了MOB结构同一模块在不同海况条件下的动力响应位移随浪向角及连接构件刚度的变化规律。研究成果可为半潜式超大型浮式结构动力响应研究及结构优化设计提供一定的技术支撑。  相似文献   

Numerical Studies on Piled Gravity Base Foundation for Offshore Wind Turbine     

Yun Wook Choo  Ji-hoon Seo  Young-Nam Kim  Jeong-min Goo  Young-ho Kim 《Marine Georesources & Geotechnology》2016,34(8):729-740

This study aims to investigate a hybrid gravity base foundation to support offshore wind tower. A new hybrid gravity base foundation considered in this study has five component piles, referred to as ‘piled gravity base foundation’. The three-dimensional finite element analyses were carried out for the piled gravity base foundation subjected to a combined load with a lateral load and overturning moment. The parametric analyses were undertaken varying the loading height and direction, the rigidity of the piled gravity base foundation, the field soil layers, and the clay strength. Overall, the response of the piled gravity base foundation was significantly influenced by the interaction between the cone base piles and the surrounding soil. The increased strength of the soil led to a significant reduction of the pile and gravity base foundation responses, in terms of the bending moments, axial forces, lateral displacements, and rotations.  相似文献