ANN Disaster Identifying of Wujiawan Landslide in Wanzhou Urban

The paper aims at ANN disaster-possibility identifying of Wujiawan Landslide. ANN construction and parameter setup are analyzed for landslide disaster identifying by ANN, based on a typical landslide-Wujiawan landslide in Wanzhou urban, by confirming evaluation factor and establishing sample data. The ANN model is trained by the similar landslide sample in Wanzhou urban, then the disaster is identified in several different conditions of Wujiawan landslide. Finally, the same conclusion are found by analyzing combined ANN Disaster-Identifying and limit-equilibrium-method calculation. The results show that AAN is accurate and satisfied to be used landslide disaster-possibility identifying.     

Forming process of asymmetric wall forging

Asymmetric wall products are widely used in the engineering. However, there are many limitations in the traditional forming processes employed to produce them. Oil pump stator has been studied as an instance to present the forming process of asymmetric wall products. First, a theoretical analysis of the forging's forming process has been made. Second, a rigid-visco-plastic finite element model of oil pump stator has been constructed and three dimensions FEM simulation and analyzing of extruding process have been taken by employing the simulation software. At last, parameters of the forming process have been optimized, the rule of forging's metal flow in the forming process has been analyzed and some distributions of stress and strain have been offered. These data can be use to direct the production of the other asymmetric wall forgings.     

我国西部退化土壤生态重建的特点与土壤培肥

我国西部地区所属的川、渝、黔、滇、藏、陕、甘、青、宁、新、蒙、桂 12省 (市、区 )是我国重要的农产品生产基地和建设长江上游、黄河上游生态屏障的主要区域。培肥退化土壤是目前西部地区实施退化土壤生态重建中的重点 ,具体措施为 :应用秸秆直接还田技术 ,提高土壤有机肥施用量 ;有机肥和无机肥搭配使用 ,提高优化配方施肥技术水平 ;大力推广新型农用物资 ,减轻其对土壤的污染 ;搞好实用农业新技术的组装 ,增强土壤生产能力     

中国部分板栗品种的SSR标记

从板栗(Castanea mollissima)燕红中分离到25个SSR标记。为了鉴定这些SSR位点,在重复序列的两侧侧翼序列设计引物,并通过化学荧光检测法对6个板栗样品进行检测,共检测到20个多态性位点,每个位点的等位基因数为2~6个。挑选12个位点,通过半自动系统ABI PRISM377对中国北方24个板栗品种进行分析,这12个标记显示了高达75个等位基因的遗传多态性,每个位点的等位基因为4~10个,平均为6.3个,预期的平均杂合性为0.743(介于0.680~0.845),观察值为0.829(介于0.730~0.930)。无效等位基因估算频率显示为3个位点的正向价值,除了一个位点外,这些价值都很低,鉴定几率为7.01×10-11,亲缘关系鉴定几率非常高,为0.999,足够用于花粉流的研究。     

毛竹林节水灌溉技术研究

本文采用固定喷灌的形式探讨了毛竹林节水灌溉技术.经研究表明,喷灌对毛竹林竹笋的生长具有多方面的影响,对竹笋数量、产量和品质的影响显著.不同的喷灌方式会形成不同的土壤湿度,采用喷灌2 d间隔2d一轮换的方式时竹笋数量、产量与平均单个竹笋重量等指标均表现最佳.土壤湿度越大,竹笋的个体发育质量越好,竹笋的数量和产量也越高.喷...     

西双版纳国家级自然保护区森林干扰因素及其干扰度评价

通过对西双版纳国家级自然保护区人为干扰现状分析,采用相对值法评价森林干扰度。评价结果显示:西双版纳国家级自然保护区森林干扰度值为6.48,勐腊、尚勇、勐养、勐仑、曼搞子保护区的森林干扰程度值分别为6.38、6.87、6.44、6.49、6.23;干扰程度总体处于"轻度干扰"状态。     

Characteristics of Brittle Failure and Stress Drop Under Triaxial Loading and Unloading

The characteristics of deformation failure and stress brittle drop of granite under loading and unloading conditions are studied respectively based on two unloading stress path cases and conventional triaxial compression experiments. The experiments show that the primary deformation of rock is rebound or tension in the (main) unloading direction, but plastic deformation in the non or sub unloading direction is not significant. And the curves of stress strain after peak strength present obvious brittle. Whilst the primary deformation of rock under loading is axial pressure deformation, and plastic deformation increases with the raise of confining pressure. The fracture is characterized by strong tensile, and all tensile cracks are fully developed. Furthermore, when the rock samples are unloaded in two directions, and even normal to unloading direction, sub unloading annular tensile cracks are produced. The shear fractures is obvious comparatively when confining pressure becomes higher, and it develops following tensile cracks with more micro tension cracks formed in two sides along shear plane. But the fracture is characterized by shear under conventional triaxial compression with little tensile cracks; the coefficients of brittles stress drop of granite is increased with the growth of confining pressure under conventional triaxial compression and reduced under unloading. When the initial confining pressure is the same, the coefficients of brittles stress drop under unloading is less than that under loading. In SchemeⅡ, the coefficients of brittles stress drop reaches negative when initial confining pressure is up to 30 MPa, and the one （R）is RⅢ>RⅠ>RⅡ in three test cases.     

Prediction of Rock Burst using the Method of Optimal Relative Membership Degree Based on the Maximum Entropy Principle

In the analysis of rock burst criterion prediction at home and abroad, the prediction standards of rock burst are selected including the conditions of mechanics、integrity、energy and brittle. The concept of relative membership degree on the rock burst prediction was introduced. The weight of standards and fuzzy matrix of relative membership degree are calculated. Uncertainty in rock burst prediction is described and compared according to the information entropy. Generalized weighted distance is also defined to characterize the differences in rock burst based on the maximum entropy principle, the establishment of a rock burst prediction fuzzy optimization model. The results from the application to practical example and comparisons with other methods are fairly good. Finally, the prediction model is applied in Putaoshan tunnel and the predictions are consistent with the actual rock burst.     

Near Crack Line Elastoplastic Solution for an Eccentric Cracks Loaded by the Pore Water Pressure

By using near crack line analysis method and Mohr-Coulomb strength criterion,the elastic-plastic solution for near crack line of an eccentric cracks loaded by the pore water pressure under large scale yielding condition is analyzed.The elastic stress fields,the plastic stress field,the unit normal vector of the elastic-plastic boundary near the crack line,the elastic-plastic stress fields near crack line are identified.The change pattern of the length of the plastic zone and the pore water pressure is presented.Besides,the elastic-plastic analytical solution for an eccentric cracks loaded by the pore water pressure is obtained.