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141.
高精度锥体棱镜的“自差法”检测技术 总被引:2,自引:0,他引:2
本文提出一种采用“自差法”检测高精度锥体棱镜的新方法,阐述检测原理与装置,建立检测角度和面形误差的定量判据,并给出一个实例说明其应用。实践表明,“自差法”检测技术对于产品质量的控制,具有快速准确和简便实用等特点。 相似文献
142.
大孔隙与大孔隙率矿石的石蜡法体重测定中的修正问题 总被引:1,自引:0,他引:1
以伽玛测井解释含量确定铀矿储量时,矿石体重应该是天然状态下的体重,当矿心孔隙度较大而有部分失水,并存在表面大孔隙时,封蜡法所测得的体重系统偏小。对此,本文改进了测定方法,提出了修正方案,并以某矿床为例分析了产生表面孔隙的原因及修正后的具体结果。 相似文献
143.
Summary Laboratory model test results are presented that determine the effectiveness of using layers of geogrids as reinforcement in sand to reduce the settlement of square surface foundations subjected to transient loading. The model tests were conducted with only one type of geogrid at one relative density of compaction of sand. The maximum intensity of the transient load applied always exceeded the static ultimate bearing capacity of the foundation when supported by unreinforced sand. The settlement reduction factors for various depths of reinforcement have been determined. 相似文献
144.
光石沟花岗伟晶岩型铀矿小型重选试验为工业利用花岗伟晶岩铀矿床的矿石,特别是低品位矿石方面开拓了新的途径。试验证明重选法在回收花岗伟晶岩型铀矿床矿石的铀以及回收副产品和防止环境污染等方面均优于湿法冶炼,并有好的经济效益。 相似文献
145.
深部气层和干层的区分是常规测井解释的难题。认识始于实践。本文依据东濮凹陷深层试采资料,建立了两个模式各四个参数的隶属度曲线,进行气层和干层模糊综合评判研究,并用该地区深层试井资料作了检验,效果颇佳。证明模糊综合评判是区分深部气层和干层的一种行之有效的方法。 相似文献
146.
通过对以《有泰拉萨天气日志》为主的历史文献资料的深入挖掘 ,作者分析了 1 90 4年 2月 9日~ 1 90 7年 4月 1 7日拉萨的气候特征 :气候温暖 ,暖冬现象显著 ,而且 1 90 5年气温高于 1 90 4年 ;干旱气候占主导地位 ,间有多雨期 ;天气多变 ,多风 ,有雾 ;水灾、雪灾、干旱等自然灾害严重。拉萨与全球同时段的气候变化大体一致。 相似文献
147.
三角形量测法在隧道变形监测中的应用研究 总被引:3,自引:0,他引:3
通过对隧道变形监测中三角形量测法原理、计算公式的分析,认为公式中的三角形三边长度并不是收敛计的读数,两者相差一个收敛计本身的附加长度,这是使监测数据产生误差的原因之一。同时探讨了忽略收敛计附加长度引起的误差对监测结果的影响,并结合工程实例介绍了在实测过程中应注意的问题及误差原因。 相似文献
148.
Graeme Hugo 《The Australian geographer》2007,38(3):335-357
The Australian Census of Population and Housing is a census of people not places. However, where people live and work can be of major relevance in our search for explaining and understanding their behaviour. This paper argues that the place dimension in the Australian census has not been exploited very effectively in this respect. Three dimensions of the issue are addressed. Firstly, the spatial units commonly used for analysis of census data often are not appropriate to the problem being investigated. The spatial units in the Australian Standard Geographical Classification (ASGC) used for census data rarely represent meaningful social, economic and environmental regions. Secondly, the use of a simple urban/rural dichotomy is criticised as being a very blunt instrument to differentiate settlement types. Thirdly, the relationship between people and place in the census is discussed. While for the most part the census relates people to a single location—their place of usual residence—this is only one of the places with which people regularly interact. It is suggested that there is a need to adopt practices in the census which allow a range of population geographies to be defined. In conclusion it is argued that innovation in the Australian census, especially with the introduction of meshblocks and contemporary methodology and technology in Geographical Information Systems, makes it possible to analyse spatially referenced data in ways that can address these three issues. 相似文献
149.
Sitharam G. Thallak Sireesh Saride Sujit Kumar Dash 《Geotechnical and Geological Engineering》2007,25(5):509-524
This paper presents the results of laboratory model tests carried out to develop an understanding of the behaviour of geocell-reinforced
soft clay foundations under circular loading. Natural silty clay was used in this study. The geocells were prepared using
biaxial polymer grid. The performance of the reinforced bed is quantified using non-dimensional factors i.e., Bearing capacity
improvement factor (If) and Percentage reduction in footing settlement (PRS). The test results demonstrate that the geocell mattress redistributes
the footing load over a wider area thereby improving the performance of the footing. The load carrying capacity of the clay
bed is increased by a factor of up to about 4.5 times that of unreinforced bed. From the pressure-settlement responses, it
is observed that the geocell-reinforced foundation bed behaves as a much stiffer system compared to the unreinforced case
indicating that a substantial reduction in footing settlement can be achieved by providing geocell reinforcement in the soft
clay bed. The maximum reduction in footing settlement obtained with the provision of geocell mattress of optimum size placed
close to the footing is around 90%. Further improvement in performance is obtained with provision of an additional planar
geogrid layer at the base of the geocell mattress. 相似文献
150.
The subject of the security fence between Israel and the Palestinians in the West Bank has become a major issue in Israel
and in the world in the last several years. The main aim of this research is to reveal the attitudes and thoughts about the
fence held by local residents living in settlements (borderlanders) in the proximity of a part of the security fence that
has already been completed. The research concentrates on the western-Israeli side of the fence, as it aspires to delve into
and understand the meaning and implications of the security fence on matters such as personal security, safety of property
and freedom of movement, the possibility of maintaining social and economic ties between the two sides and feelings about
living in the area in the future. Underlying this research is the transformation occurring in the border area as a result
of its closure by construction of the security fence, after many years in which it was open partially. This process has many
diverse consequences, some of them contradictory, on the two populations residing near the border in Israel: the majority
Jewish population (the national borderlanders), and the minority Arab population (the transnational borderlanders). 相似文献