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自适应空间信息移动服务 总被引:4,自引:0,他引:4
空间信息移动服务系统是空间信息系统继由传统PC计算环境向有线Web分布式计算环境扩展后,向移动计算环境的新发展。文中在分析移动计算环境概念和特点的基础上,讨论了空间信息移动服务的若干特点及关键技术,研究了自适应空间信息移动服务方案。 相似文献
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豫南山区生态气象条件与桑蚕生产的关系 总被引:1,自引:0,他引:1
分析了豫南山区气象条件与桑蚕生产的关系及主要气象灾害,提出了利用气候资源优势发展桑蚕生产的途径和减灾对策. 相似文献
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Introduction Sichuan-Yunnan region, located in the east margin of Qinghai-Xizang (Tibetean) Plateau, is a transitional zone between the rapidly upheaving Tibetean Plateau and relatively steady Yangtze Platform. Under the pressure exerted by the northward movement of Indian Plate, Sichuan-Yunnan region has been undergone strong deformation and regmagenesis, becoming one of the regions with the most intensive seismicity in the world. The research on the tectonics and seismicity there is alw… 相似文献
87.
Hong-Chun Li Teh-Lung Ku Hai Cheng Zhi-Bang Ma Mung-Dar Li 《Geochimica et cosmochimica acta》2005,69(16):3933-3947
Limestone cave deposits (speleothems) provide archives for past changes in regional climates over a range of timescales. While δ18O and δ13C in speleothem calcite have been commonly used for reconstruction of paleoclimates, we report here further efforts in the use of 87Sr/86Sr and Sr/Ca signals in speleothem calcite to deduce paleomonsoon variability near the Loess Plateau of central China. A two end-member mass-balance model of concentration and isotopic composition of strontium in a cave system is used to estimate variation of the 87Sr/86Sr ratio in sediments overlying a limestone cave. We show that this ratio reflects climate-driven variations in the provenance and the extent of chemical weathering of the epikarstic sediments. The measurements of 87Sr/86Sr made on a well-dated stalagmite, SFL, from Buddha Cave (33o40N′ 109o05′E) show ratios of 0.71092 to 0.71133 (±0.00001 as 2σ) during relatively cold periods (e.g., Marine Isotope Stage (MIS) 5b, 5d, and 8), lower than ratios of 0.71133 to 0.71194 during relatively warm periods (e.g., MIS 5a, 5c, 5e, and 7). As changes in the Sr/Ca ratio may affect speleothem 87Sr/86Sr, we show that the direct use of speleothem 87Sr/86Sr is less ideal than our modeled 87Sr/86Sr for the exogenic Sr source above the cave as a paleomonsoon proxy. Using the δ18O, δ13C, Sr/Ca, and 87Sr/86Sr records of the stalagmite, we reconstruct the variability of the East Asian monsoon for the time period between 70 and 280 kyr ago. The results show that summer monsoons were more intense during interglacial periods than during glacial periods. 相似文献
88.
洱海环境演变与大理城市发展的关系研究 总被引:1,自引:0,他引:1
针对洱海特殊的生态环境和对大理城市发展所起的举足轻重的作用,2002年通过实地环境调查和系列历史及动态资料分析进行了洱海和大理城市之问人地关系的互动研究。概括出大理城市发展的5个阶段,结果表明人类生存场所发展的总趋势是从高处往低处下移,从山前台地向下迁往山缘冲积洪积扇平原,直至湖滨平原地带。并着重分析了变迁的原因和人类活动的影响状况,从而使人们在开发利用洱海的同时,促进人类活动和城市发展建设相得益彰,并建议选择旅游和供水为主的和谐可持续发展道路,强化政府的宏观管理,增大科技投入。 相似文献
89.
Yue Ma Xiao‐Hui Chen Lee J. Hosking Hai‐Sui Yu Hywel R. Thomas Simon Norris 《国际地质力学数值与分析法杂志》2021,45(1):64-82
Coupled thermo‐hydro‐mechanical‐chemical modelling has attracted attention in past decades due to many contemporary geotechnical engineering applications (e.g., waste disposal, carbon capture and storage). However, molecular‐scale interactions within geomaterials (e.g., swelling and dissolution/precipitation) have a significant influence on the mechanical behaviour, yet are rarely incorporated into existing Thermal‐Hydro‐Mechanical‐Chemical (THMC) frameworks. This paper presents a new coupled hydro‐mechanical‐chemical constitutive model to bridge molecular‐scale interactions with macro‐physical deformation by combining the swelling and dissolution/precipitation through an extension of the new mixture‐coupling theory. Entropy analysis of the geomaterial system provides dissipation energy, and Helmholtz free energy gives the relationship between solids and fluids. Numerical simulation is used to compare with the selected recognized models, which demonstrates that the swelling and dissolution/precipitation processes may have a significant influence on the mechanical deformation of the geomaterials. 相似文献
90.
Previous work on three‐dimensional shakedown analysis of cohesive‐frictional materials under moving surface loads has been entirely for isotropic materials. As a result, the effects of anisotropy, both elastic and plastic, of soil and pavement materials are ignored. This paper will, for the first time, develop three‐dimensional shakedown solutions to allow for the variation of elastic and plastic material properties with direction. Melan's lower‐bound shakedown theorem is used to derive shakedown solutions. In particular, a generalised, anisotropic Mohr–Coulomb yield criterion and cross‐anisotropic elastic stress fields are utilised to develop anisotropic shakedown solutions. It is found that shakedown solutions for anisotropic materials are dominated by Young's modulus ratio for the cases of subsurface failure and by shear modulus ratio for the cases of surface failure. Plastic anisotropy is mainly controlled by material cohesion ratio, the rise of which increases the shakedown limit until a maximum value is reached. The anisotropic shakedown limit varies with frictional coefficient, and the peak value may not occur for the case of normal loading only. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献