Shape格式海图数据向S-57格式的转换

介绍了国际海道测量组织数字海道测量数据传输标准(IHO-57)数据生产的国内外现状,通过对S-57数据模型和数据结构的深入研究和大量实验,实现了S-57数据的解译与生成,完成了Shape数据与S-57的格式转换。     

A rational method for development of limit state for liquefaction evaluation based on shear wave velocity measurements

This papers presents a new approach for developing a limit state for liquefaction evaluation based on field performance data. As an example to illustrate the new approach, a database that consists of, among many other features, in situ shear wave velocity measurements and field observations of liquefaction/non‐liquefaction in historic earthquakes is analysed. This database is first used to train a neural network to classify liquefaction/non‐liquefaction based on soil resistance parameters and load parameters. The successfully trained and tested neural network is then used to establish a limit state, a multiple dimension boundary that separates ‘zone’ of liquefaction from ‘zone’ of non‐liquefaction. The limit state yields cyclic resistance ratio for a given set of soil resistance parameters. Examination of all cases in the database show that the developed limit state has a high degree of accuracy in predicting the occurrence of liquefaction/non‐liquefaction. The developed neural network model can accurately predict the cyclic resistance ratio of soils. Copyright © 2000 John Wiley & Sons, Ltd.     

海陆空间信息一体化集成技术研究

将国际标准与国内电子海图技术实践相结合,通过对各类数据源集成研究,建立了多元空间数据通用调显引擎,实现了CDC海图数据、地形图数据、S-57标准数据、遥感影像数据、DNC数据、MapInfo数据等陆海空统一的数字图源调用与显示,为融合各类数据源提供了一个基础技术平台。     

SP—2305气相色谱仪在地震预报中的应用

本文对监测地下深部气体组分含量变化,在地震预报中的作用作了论述,对开展天山地震带气体地震前兆研究的条件和SP—2305色谱仪观测条件的选择作了分析,最后,对气体测量在地震预报中的效应进行了探讨。     

重视主导化石门类,推进国际地层表的应用--对我国区域地质工作的几点建议

在国际地层委员会的领导下,经各国科学家的努力,已确定了显生宙各地质时代的主导化石门类。中国区域地质调查工作应注重主导化石门类,以便更有效地解决地层问题。国际地层表（2004）已有很大进展,并正在完善,中国科学家对此做出了重要贡献。应大力倡导国际地层表在区域地质和其他领域的应用,与国际接轨;但也要科学地、有区别地对待和使用。     

大石峡高面板坝筑坝砂砾料现场大型相对密度试验

当前,主要采用相对密度来表征筑坝砂砾料的密实程度,并以此来评价大坝的施工碾压质量。受试验设备尺寸和击实功能的限制,室内试验难以反映现场实际筑坝砂砾料粒径大、采用大型碾压机具进行高强度碾压的实际情况,试验确定砂砾料最大干密度值偏低,难以直接用于指导实际工程。针对大石峡高面板坝筑坝砂砾料,在工地现场采用实际筑坝碾压设备和大型相对密度桶,对原级配坝料开展相对密度试验,研究了坝料的压实特性,确定了不同级配（含砾量）坝料的相对密度特性指标。研究表明：比较室内试验成果,现场试验确定砂砾料最大干密度值有较大提高;随着含砾量的增加,砂砾料的最大、最小干密度值先增加、后减小,存在压实密度最高的最优含砾量特征值;强振碾压使得弱胶结砂砾料产生不同程度的颗粒破碎效应,颗粒破碎的程度和土料的原始级配特性相关联。     

Deltaic soil behavior classification using CPTu records—Proposed approach and applied to fifty-four case histories

For the past four decades, the CPT has played a key role in onshore and offshore soil investigations. One of the main applications of cone penetration test (CPT) is the soil behavioral classification. Most of the developed methods for soil identification using CPT and CPTu (piezocone) data are well categorized for common soils, such as clays, silts, and sands. Soils with low resistance or more compressibility generally involve problems in geotechnical engineering practice and construction projects. Consequently, these unusual deposits require further evaluation and more detailed data. Five major groups of problematic soils including: liquefiable, sensitive, peaty, collapsible, and expansive soils have been considered in this study. One hundred and forty CPT and CPTu test records were collected from fifteen countries. Sixty-one of the records are related to difficult soils. A brief comparison is performed for currently used soil behavioral classification charts, such as by Campanella et al. (1985 Campanella, R. G., P. K. Robertson, D. Gillespie, and J. Greig. 1985. Recent developments in in-situ testing of soils. Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering, ICSMFE, San Francisco, Vol. 2, 849–54. [Google Scholar]), Robertson (1990 Robertson, P. K. 1990. Soil classification using the cone penetration test. Canadian Geotechnical Journal 27 (1):151–58. doi:10.1139/t90–014[Crossref], [Web of Science ®] , [Google Scholar]), Jefferies and Davies (1991 Jefferies, M. G., and M. P. Davies. 1991. Soil classification using the cone penetration test: Discussion. Canadian Geotechnical Journal 28 (1):173–76. doi:10.1139/t91–023[Crossref], [Web of Science ®] , [Google Scholar]) and Eslami and Fellenius (1997 Eslami, A., and B. H. Fellenius. 1997. Pile capacity by direct CPT and CPTu methods applied to 102 case histories. Canadian Geotechnical Journal 34 (6):886–904. doi:10.1139/cgj-34–6-886[Crossref], [Web of Science ®] , [Google Scholar]). Analysis based on CPT data indicates that a few commonly used charts recognize relatively well problematic deposits. However, further studies are needed to increase the accuracy and capability of methods. Existing charts have some problems due to the limitations of the nature of rectangular charts based on two axes. A new format of classification chart, i.e., triangular form containing cone tip resistance (q_c), sleeve friction (f_s), and pore pressure (u₂) is proposed for soil identification which can be realized in practice. The proposed chart with more accuracy and less scattering of data than the previous charts is able to identify soil types particularly for deltaic soils.     

Morphological analysis and recognition of scanned raster nautical chart

In current practice in the development of hydrographic information systems, the automatic acquisition of spatial data has been considered to be very difficult. One of the key problems is recognition and correct separation of a feature from a complex graphic background. For these problems, this article presents a new concept of graph subsets to describe graph structures and composition rules of symbols in nautical charts. Based on this concept, morphological methods and operations in graph theory are unified into a coherent mathematical framework specially designed for analysis and recognition of binary chart images. In particular, an experimental system composed of feature extraction, symbol recognition, geometric reasoning, and intelligent control is developed for automatic digitization of nautical charts.     

基于模板技术的专题海图快速成图方法研究

首先分析了当前专题海图的生产现状,在此基础上,探讨了模板技术对专题海图快速成图的意义,介绍了基于模板技术的专题海图快速成图技术,并对专题海图制图模板结构进行了总体设计;最后从成图模式、工具平台和应用系统三个方面对基于模板的专题海图快速成图进行了方法上的实现。     

深度基准传递方法的比较与验潮站网基准的综合确定

分析了深度基准确定的不同方法及由此产生的理论最低潮面含义不一致性。重点比较研究了在长期站基准值的控制下,传递确定短期和临时验潮站深度基准的多种技术方法。以某水深测量工程实例对测区验潮站网深度基准值的统一、协调确定进行了示范论证。得出的基本结论是:在当今深度基准基础框架不完备的现实条件下,水深测量工程区域的深度基准应由所布设的短期和临时验潮站与测区及附近长期验潮站组网确定。确定方法应尽量利用实际观测信息,依据潮差比或略最低潮面比等不同方法传递,并依据规定的限差指标检核。示范实例的计算表明,由不同基准站、不同方法传递确定同一短期验潮站深度基准值的差异可控制在10cm以内。