头足类视觉特性的电生理研究 Ⅰ.无针乌贼视网膜电图的特性

乌贼是重要的海洋水产资源之一,对其视觉特性的研究在理论上和实践上显然都有一定的意义。视网膜电图(ERG)作为网膜的综合电活动是反映视觉特性的一个良好指标。乌贼的ERG的特性至今缺乏系统的研究。本文对其ERG的波形和适应特性作了较详细的描述。续文将报导对ERG的光谱敏感性的分析。     

以单位为基础的中国城市内部生活空间结构─兰州市的实证研究

本文着眼于中国城市居民生活的最基本组织─单位,通过考察其形成与作用、日常生活类型及空间分布特征等,得出中国城市的内部生活空间结构由三层次构成:(1)由在世界各种城市地域组织中独具一格的单位构成的基础生活圈;(2)同质单位为主形成的低级生活圈;(3)以区为基础的高级生活圈。这种独特的生活空间结构是在社会主义计划城市下行政管理和生活居住规划的双重影响下形成的。     

Comparative Planetary Space Physics

It has been 60 years since the space physics as new branch of geophysics started to grow in 1957 when the space age was opened by a small satellite called sputnik. The knowledge of Earth and planetary space has been significantly extended and deepened, but the questions we are facing today are more challenging. A consensus reached is that we have to regard the Earth (planet) as an integrated system including all spheres from the inner core to the magnetosphere, and we should try to investigate some questions standing on the ground of interdisciplinary study, especially those questions related to Earth’s (planetary) evolution. Space environment as the outer part of a planetary system, commonly exists in all planets but also exhibits strong diversity. Here, we introduce the short history of basic ideas and methods of comparative study, the advantages on understanding of some issues of global scale, and the prospect from comparative perspective.     

两种水下定位方式的误差对比与分析

利用在富钴结壳海山实测的2条海底摄像测线资料,通过超短基线水下定位数据和LAYBACK方式定位校正结果的分析与对比,结果表明,通过超短基线定位系统的同步测量,可实现对海底摄像拖体的高精度水下定位,而通过LAYBACK校正方式得到的拖体定位数据误差变化范围很大。LAYBACK校正误差受航速和拖缆长度变化的影响程度较小,而受母船航向变化的影响程度要大得多,因此,当利用LAYBACK方法进行水下定位校正的时候,尤其需要注意船向变化对定位精度的影响。     

陕西洛南陈耳金矿床地质特征及成因探讨

通过对小秦岭金矿田中陈耳金矿床矿体宏观特征、矿石物质组成和结构构造特征、围岩蚀变、矿床地球化学特征分析, 结合前人成岩、成矿年代学研究成果, 显示本区主要存在2期成矿及叠加成矿作用:早期印支期形成蚀变糜棱岩型金矿, 成矿作用与韧性剪切作用有关;晚期燕山期形成石英脉型金矿, 成矿作用与岩浆热液作用有关。2期成矿作用所形成的矿石类型、矿石结构构造、控矿构造的方向性质、围岩蚀变、流体包裹体特征均有较大差异, 在空间上具有一定程度的叠加但不完全重叠, 叠加成矿作用使矿体进一步富集。指出本区金矿具有叠加改造成矿作用的特征, 在东西、南北向构造交汇部位是找金矿的有利靶区。     

文登市天福国土资源所全面加强基层队伍建设

天福国土资源所,前身文城土地管理所,2001年机构改革时,成为文登市国土资源局在天福路街道办事处的派出机构,现有干部职工4人。近年来,在文登市国土资源局和天福路街道办事处的正确领导和大力支持下,该所坚持以人为本抓素质,健全制度抓规范,廉洁勤政抓服务,全面加强队伍建设,有力地促进了国土资源事业发展。建所以来,年年被评为局先进集体,连续3年在办事处的行风建设民主评议活动中名列第一。     

Micromorphological features of diagnostic horizons in several soils in southwest China: Implication for soil taxonomic classification

The comparative studies on micromorphological features in diagnostic horizons of Stagnic Anthrosols, Ustic Ferrosols and Ustic Vertosols in southwestern China were conducted to underpin the rationale for Chinese Soil Taxonomy. The following findings were explored: (1) Stagnic Anthrosols had the specific micromorphological features, e.g., the humic formation in anthrostagnic epipedon, the platy structures in plow subhorizon, the secondary formation of ferromanganese and the weakly optical-orientation clay do...     

基于CODE GIM的震前电离层TEC异常分析

利用CODE GIM数据分析了2008年5月12日汶川地震和2010年4月14日青海玉树地震震前电离层TEC变化。以震前10天TEC中位数为基准,1.5倍标准差为误差限值,并考虑相应时期的太阳和地磁活动水平（Dst指数和Kp指数）,对震前电离层异常的分布进行了分析。结果表明,两次地震震前几天内都有TEC异常出现。     

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Simulation of the progressive failure of an embankment on soft soil

A pragmatic strain-softening constitutive model, which is based on Modified Cam Clay, was applied to the simulation of the progressive failure of an embankment constructed on a deposit of sensitive (strain-softening) clay in Saga, Japan. A comparison of the predictions for this case indicates that if softening is ignored, only relatively small deflections and consolidation settlements are predicted, especially after construction. In contrast, for the case where softening is included in the analysis, progressive failure within the clay induces large shear deformations and finally failure of the embankment is predicted. This comparison suggests that softening-induced progressive failure should be considered in the design of embankments on such soils, and the residual strength of the deposit may have an important influence on the overall factor of safety of the construction. Detailed analyses of predicted excess pore water pressures, shear strains and shear stress levels in the ground indicate that considering the strain-softening process: (a) is associated with the buildup of excess pore water pressure; (b) promotes strain localization; and (c) results generally in a larger zone of soil involved in the failure.