Seismically induced slope instabilities and the corresponding treatments: the case of a road in the Wenchuan earthquake hit region

On May 12, 2008, a magnitude 8.0 earthquake hit Wenchuan County, Sichuan Province resulted in great loss of life and properties. Besides, abundant landslides and slope failures were triggered in the most seriously hit areas and caused disastrous damages to infrastructures and public facilities. Moreover, abundant unstable slopes caused by the quake have the potential to cause damages for a considerable long period of time. The variety of these slopes and the corresponding treatments are connected with the topographical and geological conditions of the sites. It is decided to document and identify some of these major slope instabilities caused by the earthquake and their treatments. The paper shows the condition of a road in Dujiangyan through in situ explorations. The case history showed significant implications to the reconstruction of the quake-hit regions and future disaster prevention and management works.     

NUFFT-Based Iterative Reconstruction Algorithm for Synthetic Aperture Imaging Radiometers

Synthetic aperture imaging radiometers (SAIRs) are powerful sensors for high-resolution observation of the Earth at low microwave frequencies. However, the future application of this new technology is limited by its large number of element antennas and receiving channels. In order to further reduce the complexity of the whole system, the circular and rotating array configurations have been proposed. Their disadvantages lie primarily in more complicated image reconstruction, because the conventional fast Fourier transform (FFT) method could not be used directly for image reconstruction. This letter introduces an iterative method for the reconstruction of radiometric brightness temperature maps from nonuniform visibility function samples. This method combines the conjugate gradient algorithm with min-max nonuniform FFT approach, which has been shown to provide considerably improved image quality relative to the traditional gridding method. Simulations for SAIRs were performed and showed better image quality in comparison to the traditional frequency interpolation method.     

大比例尺地形图数据建库格式的转换

介绍了将南方CASS软件编绘的1∶500数字化地形图(DWG格式)转换为符合测区数字测图DWG分层分色标准的数字化dwg格式图、转换为符合测区地形图要素分类编码规程和测区地形图数据结构规程的ESRI的SHP格式图、转换为符合测区地形图要素分类编码规程的Microsation V8的DGN格式图的三种格式转换的基本原理和技术路线.采用系统化编程方式批量进行转换,把大量的工作都凝聚在程序里,提高了效率,减免了数据转换过程中的信息损失,保证了质量,达到了入库要求.     

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九龙江口外浯屿海域底栖生物种类组成与数量分布

本文根据１９９５年的调查，报道了九龙江口外浯屿海域底栖生物的种类组成与数量分布。结果表明，本区底栖生物种类较丰富，组成以多毛类，甲动物，软体动物和棘皮动物为主。底栖生物数量较大，平均栖息密度为３００个／ｍ＾２，平均生物量为３１．０３ｇ／ｍ＾３，数量分布较不均匀。．     

温州市海域价格动态监测体系的建立研究

文章结合温州市海域市场现状,在明确相关概念的基础上,按照确定监测范围、划分均质区片、选取监测点、采集监测数据、测算监测指标和发布监测信息的技术路线,提出温州市海域价格动态监测体系的建立思路,并对海域价格水平值、海域价格变化量、海域价格增长率和海域价格指数等指标进行测算和应用,以充分发挥海域基准价的调控作用,促进海域价格管理工作的科学化和规范化。     

“全新特提斯洋”概念与广义特提斯构造域

特提斯最初是指欧亚大陆南缘的古海洋,后逐渐引申出从元古宙、古生代到中生代的一系列位于劳亚大陆与冈瓦纳大陆之间的古大洋,如原特提斯洋、古特提斯洋和新特提斯洋,不同大洋在时间上前后交叠。如今横亘在冈瓦纳大陆(南极洲)和欧亚大陆之间的是印度洋,是新特提斯洋的继承者,可以另称为“全新特提斯洋”。这一概念的引申直接体现了印度洋与特提斯构造域一脉相承的关系,有助于将今论古、由此及彼,更直观地了解特提斯构造域的演化过程。本文按时间序列梳理了印度洋的大地构造演化和岩浆作用过程,识别了印度洋在155 Ma、120 Ma、90～84 Ma、76 Ma、65 Ma、52 Ma、45 Ma、38 Ma等关键时期的异常海底扩张记录,这些扩张事件将为标定新特提斯构造域的演化提供参照。其中155 Ma可能指示了新特提斯洋的鼎盛期,90 Ma指示了新特提斯洋的洋中脊俯冲,76～52 Ma是非洲-阿拉伯大陆与欧亚大陆初始碰撞-主碰撞(即新特提斯洋西部关闭)的时期,65～45 Ma是印度次大陆与欧亚大陆初始碰撞-主碰撞(即新特提斯洋中部关闭)的时期,38 Ma是澳大利亚北部大洋开始净俯冲(即新提斯洋东部开始消减)的时间。...     

沟谷型沙漠泥流堆积体起动过程中的孔压变化特性

以黄河上游宁蒙段典型风水复合侵蚀流域为研究区域,重点针对堆积体堵塞沟道极端条件下的沟谷型沙漠泥流,从堆积体起动成灾的环节入手,开展直槽概化模型试验,并采用基于有效应力原理的流固耦合模型,概化模拟上游暴雨洪水入渗条件下堆积体内孔隙水压力变化特性及其起动过程,从微观角度揭示其成灾机理。结果表明：堆积体起动过程中孔隙水压力与时间呈指数为0.5的幂函数关系;流固耦合作用下堆积体内经历了应力场→体积应变→孔隙率→孔隙水压力→渗流场→塑性应变→屈服破坏的复杂非线性变化过程。     

Microtremor-based analysis of the dynamic response characteristics of earth-fissured sites in the Datong basin,China

This study conducted microtremor testing along six survey lines that cross three typical earth fissures in the Datong basin to determine the dynamic response characteristics of earth fissure sites with regard to the Fourier amplitude spectrum, response spectrum, and Arias intensity. The results show the following.(1) The predominant frequency of an earth fissure site is mainly affected by the thickness and the shear wave velocity of the soil layer and is minimally effected by the presence of an earth fissure.(2) Earth fissures have a pronounced amplification effect on dynamic response. Fourier amplitude, response acceleration, and Arias intensity are high near an earth fissure and decrease with an increase in distance from the earth fissure, tending toward stability at a distance of 20 m.(3) The area that is seriously affected by this amplification is within 6–8 m of an earth fissure, and the general affected area is farther out than this, to a distance of 25 m.(4) New construction should be avoided in an area affected by the amplification, and existing buildings in general and seriously affected areas need to be reinforced to increase their seismic fortification intensity.