排序方式: 共有112条查询结果,搜索用时 15 毫秒
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Jianhua FAN Bingfei SHI 《东北亚地学研究》2006,9(2):217-219
Kunming Basin locates middle of Yunnan altiplano and has a particularity in geography,topographic and geological environment.With the urban dilation quickly,add the reason of the unreasonable city layout,conflicts between environment and urban resources consumption become shrill increasingly.It is human being activities that lead to vulnerability and depravation of geological environment in local.Take a few examples on geological environment to expatiate relationship between urban construction and geological environment carrying capacity,and find a way how to make a better plan for urban sustainable development to achieve new balance between man and nature in local. 相似文献
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Yanjun ZHANG Fenglong ZHANG Full QI Fuquan NI 《东北亚地学研究》2006,9(2):199-203
In view of the situation of excavation of open coal mine for the underground water disaster,we should carry out simulation studies for the numerical value of the water lowering project and improve the accuracy and the level of the water lowering project.On the basis of the hydrological geological conditions of certain open mine digging,a more reasonable seepage numerical model was built according to MODFLOW.It was simulated in advance that the process of the confined water level descending with the time,and combining with the actual observations to test the correctness of the model.The calculation showed that the results coincided well with the results of actual measurement.Based on this,different water lowering numerical simulations were built for the open coal mine digging.It could be simulated and forecast that the changes of the groundwater level in drainage process within and outside the mine pit,and it was quantitatively assessed that the possible water lowering result of the opencast water drainage process,which provide an important basis for the actual water lowering project and the possible project disposal. 相似文献
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An optimization mathematical model of the pile forces for piled breasting dolphins in the open sea under various loading conditions is presented. The optimum layout with the well distributed pile forces and the least number of piles is achieved by the multiplier penalty function method. Several engineering cases have been calculated and compared with the result of the conventional design method. It is shown that the number of piles can be reduced at least by 10%—20% and the piles‘ bearing state is improved greatly. 相似文献
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The large cylinder is a new-type structure that has been applied to harbor and offshore engineering. An analytic method of the relationship between loads and the structure displacement is developed based on the failure mode of deep embedded large cylinder structures. It can be used to calculate directly the soil resistance and the ultirnate bearing capacity of the structure under usage. A new criterion of the large cylinder structure, which discriminates the deep embedded cylinder from the shallow embedded cylinder, is defined. Model tests prove that the proposed method is feasible for the analysis of deep embedded large cylinder structures. 相似文献
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Owing to the complexity of the pipe-in-pipe (PIP) riser system in structure, load and restraint, many problems arise in the structural analysis of the system. This paper presents a new method for nonlinear static finite element stress analysis of the PIP riser system. The finite element (FE) model of the PIP riser system is built via software AutoPIPE 6.1. According to the specialties of a variety of components in the PIP riser system, different elements are used so as to model the system accurately. Allowing for the complication in modeling the effects of seabed restraint, a technique based on the bilinear spring concept is developed to calculate the soil properties. Then, based on a pipeline project, the entire procedure of stress analysis is discussed in detail, including creation of an FE model, processing of input data and analysis of results. A wide range of loading schemes is investigated to ascertain that the stresses remain within the acceptable range of the pipe material strength. Finally, the effects of the location of flanges, the thermal expansion of submarine pipelines and the seabed restraint on stress distribution in the riser and expansion loop are studied, which are valuable for pipeline designers. 相似文献
6.
江西省大气成分观测与服务系统研究项目组 《气象与减灾研究》2005,28(3):9-16
在介绍国内外大气成分观测与研究进展的基础上,对建设江西省大气成分观测与服务系统的必要性和可行性进行了科学的分析,并从系统建设的原则、目标、内容、技术路线、监测方案,以及系统研究的主要内容和提供的产品等方面,对拟建的江西省大气成分观测与服务系统进行了全面的阐述。研究结果认为,随着江西经济建设的快速发展,建设江西省大气成分观测与服务系统,有利于了解和掌握江西大气物质成分分布特征及变化情况;有利于提高江西天气气候预报预测准确率,提升江西气象公共服务的能力和水平;可为预防大气化学灾害和控制区域大气环境质量,提供科学的决策依据,具有显著的社会、经济效益和生态效益。 相似文献
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现代抗震设计理论的发展过程 总被引:18,自引:0,他引:18
介绍了现代抗震设计理论的发展过程,基于性态的抗震设计理论的提出背景、发展情况及研究内容;详细介绍了基于性态的抗震设计理论的抗震设防方法;指出了基于性态的抗震设计理论与传统抗震设计理论的主要区别及特点。 相似文献
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为选择合适的草炭土路基处理方法,通过理论分析,对工程实例中遇到的草炭土路基,拟定塑料排水板法和砂桩挤密法处理措施,并对两种方法的处理效果进行了对比。研究结果表明砂桩挤密法无论是从提高固结度,加快草炭土路基固结,还是减小工后沉降,保证路基运营稳定方面都要优于塑料排水板法。砂桩挤密法更适用于草炭土路基处理。 相似文献
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LUO Chunhong ZHENG Zhichuan CAO Pinlu College of Construction Engineering Jilin University Changchun China 《东北亚地学研究》2009,12(1):36-39
The authors tested the percussion-extruding Down-the-hole (DTH)hammer bit with five different structures and mainly analyzed the drilling mechanism between conical bit and stepped bit. In addition, aiming at "the pile effect" in combination with the advantage' of stepped bit, we design a new cam spinning bit and test it outdoors. The result shows that using cam spinning bit can solve the problem of "the pile effect", which can also obtain higher drilling efficiency than using conical bit in high confining pressure strata. It is characterized by novel structure and high drilling speed as well as good guiding, and it is significant for improving efficiency in percussion-extruding drilling technique. 相似文献