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土一结构动力相互作用的土壤分析朽模型述评
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作者 冯伟 《上海工业大学学报》 1989年第6期471-477,共7页
关键词 结构动力 土壤分析模型
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Synthesis Analysis of Soil Erosion for Three-River Headwater Region Based on GIS 被引量:11
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作者 陈琼 吴万贞 +3 位作者 周强 杨玉含 Wan-zhen Yu-han 《Agricultural Science & Technology》 CAS 2010年第5期155-158,共4页
In this paper,based on the common soil erosion model,the Three-River Headwaters region was select for study object. GIS methods are applied to conduct Semi-quantitative assessment for different types of soil erosion,a... In this paper,based on the common soil erosion model,the Three-River Headwaters region was select for study object. GIS methods are applied to conduct Semi-quantitative assessment for different types of soil erosion,and some results are concluded. The water erosion occurs in High Mountain and extra-high mountain of Yushu,Nangqian,Banma and Jiuzhi County in the southeast and south of the Three-River Headwaters region. The degree of erosion is prone to topography,precipitation,river and human activity. The freeze-thaw erosion mainly distributes in the northwest of the Three-River Headwaters region. The area of middle and above middle erosion degree accounts for roughly 50%. 展开更多
关键词 Three-River Headwaters region Soil erosion Comprehensive analysis
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Elastic-plastic analysis for pile-anchor supporting system of deep foundation pit
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作者 JIN Yingyu BAI Yu 《Global Geology》 2009年第4期236-240,共5页
By using numerical analysis methods to simulate the deep excavation,a lot of analyses are established on the basis of two-dimensional plane strain,ignoring the fact that foundation pit possesses three dimensions. For ... By using numerical analysis methods to simulate the deep excavation,a lot of analyses are established on the basis of two-dimensional plane strain,ignoring the fact that foundation pit possesses three dimensions. For soil constitutive relation,people always take linear and nonlinear model,without considering the plastic behavior of soil. Using plastic-elastic hardening model to simulate constitutive relation of soil characteristics,the authors carried out mechanical analysis for pit excavation and support. The results show that the analysis for the stress state of pile anchor system is an effective way which provides theoretical basis for calculation of soil displacement. 展开更多
关键词 deep foundation pit elastic-plastic constitutive relation flowing law bearing characteristic
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Mathematical Analysis of a Chemotaxis-Type Model of Soil Carbon Dynamic
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作者 alaaeddine hammoudi oana iosifescu 《Chinese Annals of Mathematics,Series B》 SCIE CSCD 2018年第2期253-280,共28页
The goal of this paper is to study the mathematical properties of a new model of soil carbon dynamics which is a reaction-diffusion system with a chemotactic term, with the aim to account for the formation of soil agg... The goal of this paper is to study the mathematical properties of a new model of soil carbon dynamics which is a reaction-diffusion system with a chemotactic term, with the aim to account for the formation of soil aggregations in the bacterial and microorganism spatial organization(hot spot in soil). This is a spatial and chemotactic version of MOMOS(Modelling Organic changes by Micro-Organisms of Soil), a model recently introduced by M. Pansu and his group. The authors present here two forms of chemotactic terms, first a"classical" one and second a function which prevents the overcrowding of microorganisms.They prove in each case the existence of a nonnegative global solution, and investigate its uniqueness and the existence of a global attractor for all the solutions. 展开更多
关键词 Soil organic carbon dynamics Reaction-Diffusion-Advection system Positive weak solutions Periodic weak solutions
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MODELING AND ANALYSIS OF SALT TRANSPORT IN THE SINGLE CYLINDRICAL ROOT WITH FINITE LENGTH
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作者 ARUN KUMAR BEENA SHARMA ASHU RANI 《International Journal of Biomathematics》 2013年第6期53-61,共9页
A mathematical model for salt transport by a cylindrical root in an infinite extent of soil is derived and solved analytically by asymptotic matching of the inner and outer solutions. By asymptotic analysis it is show... A mathematical model for salt transport by a cylindrical root in an infinite extent of soil is derived and solved analytically by asymptotic matching of the inner and outer solutions. By asymptotic analysis it is shown that the salt solution uptake by a single cylindrical root in the absence of competition does not influence the overall salt concentration in the soil even when the soil moisture concentration is less than full saturation. 展开更多
关键词 Uptake parameter asymptotic matching van Genuchten formula relative solute concentration.
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