准噶尔南缘扇缘带种植业结构分析

通过对准噶尔南缘扇缘带种植业生产的分析及试验研究，提出了适合本地带农田的经粮结构、草经粮结构、林经草结构和专业化生产４种种植业结构类型。根据经济效益、生态效益和社会效益综合评定，认为采用草粮或林经草种植业结构类型，同时贯彻以牧为主、农牧结合的方针是本地带开发利用的最佳途径     

Analysing the Rockmass Permeation of a Low-medium Radioactive Waste Disposal Field

The fractures distribution and fracture rock mass permeation research is the premise condition that to study groundwater movement and pollutant migration in fracture rock mass in bed rock area, which includes the dominance orientation of fracture that groundwater fluxes in it, the brisk zone distribution of fracture water and the permeability calculation of rock mass. This paper mainly analyzes the fracture distribution and the dominance orientation of fracture and the permeability of a low-medium radioactive waste disposal field based on its rich geologic record. The following results are found through Statistical analysis and comparison calculation.The active zone of fractural water in bed rock is an active channel of active nucleus migration. Tthe headrace fracture of disposition have a dominant orientation. The penetrating coefficient tensor in bed rock fracture is also calculated.     

ANALYTICAL SOLUTION OF RING SHELL LINING WITH ANNULARLY VERTICAL WALLS MADE CONTACT WITH SURROUNDING ROCK

In this paper,the ring shell lining with annularly verticalwalls made contact with the surrounding rock is considered as a combinationstructure formed of ring shell,inner and outer annular barrels on elastic fo-undation.The complex equation and its solutions of ring shell under deadload of lining and vertical and horizontal surrounding rock pressures are de-rived by the method of complex function.The governing equation and itssolution of the barrels on elastic foundation are also derived by theory ofcylindrical shell.And then,the ring shell lining is assembled by the subst-ructures by means of compatibility conditions of internal forces and defor-mations between them.In the paper,all formulas for the practical computa-tion in engineering are derived,the numerical examples are given and theeffects of the parameters of the lining on the work behaviours of lining alsoare discussed preliminarily     

Stability analysis on shallow tunnel with floor lift under inclined ground by upper bound method

采用极限分析上限法,基于内外能耗守恒原理,通过构建考虑隧底隆起的斜坡地段浅埋隧道破坏模式,推导出围岩压力的计算式,并通过典型算例重点分析了典型因素对隧道围岩稳定性的影响。研究结果表明：基于泰沙基极限平衡法进行隧道围岩支护设计较为保守,不考虑隧底隆起的极限分析方法次之考虑隧底隆起极限分析方法的风险最大;斜坡地表倾角增大对浅埋隧道稳定性有着不可忽视的不利影响;围岩压力随岩土侧压力系数减小、埋深增大、断面尺寸加大而增大;岩土黏聚力增大、内摩擦角增大对提高浅埋隧道围岩稳定性有积极作用。     

STRENGTH PROPERTIES OF ROCK MASS WITH BIDIRECTIONAL INTERMITTENT CROSS JOINTS

In this paper,the strength properties of rock mass withrows of intermittent bidirectional cross joints by simulating models arediscussed.Work has been done on finding the failure mechanism of therock mass as well as the influence of joint direction and lateral pressureon tne strength of the rock mass.At the end of the paper,model testresults ahd FEM analyses are presented and strength criteria for thiskind of rock mass are proposed.     

NONLINEAR ELASTIC-DAMAGE CONSTITUTIVE EQUATION OF BRITTLE ROCK AND EXPERIMENAAL VERIFICATION

on the basis of the experimental studies of mechanical properties in brittle rock,the generalized elastic modulus,generalized elastic Poisson ratio,irreversible deformation Poisson ratio and damage deformation characteristic arediscussed.And then,a new damage variable is defined.A new nonlinear elastic-damage constitutive equation is built and the damage evolution equation is proposed.The nonlinear elastic-damage constitutive equation is verified in the uniaxialcompression test of quartz sandstone in Chongqing.The results show that reasonableagreement exists between the theoretical analysis and the experimental data.     

坡耕地地表糙度的量测与计算

在回顾了地表糙度的测量和计算方法后,经实验证实,Brough D L,Linden D R和Van Doren D M等人提出的糙度测量和计算方法,均能满足黄土高原坡耕地人为耕作管理形成的微地形特征的研究需求。     

地形复杂地区遥感图像分类方法应用研究——以黄土丘陵沟壑地区坡耕地遥感调查为例

由于黄土高原地区地形复杂,在坡耕地遥感调查中单纯采用监督分类法很难获得理想的精度。以黄土丘陵沟壑地区为研究区域,在坡耕地的分类中采用改进的分类方法,首先以非监督分类法获得初始训练样本,在对样本进行增补和修改的基础上再进行监督分类,使分类精度明显提高。研究表明,用改进的分类法提取坡耕地及其它地物的信息取得了良好的分类效果,是该地区进行坡耕地调查较为理想的方法。     

坡耕地耕作管理措施对降雨入渗的影响

利用人工模拟降雨装置对坡耕地不同耕作管理措施强化降水入渗规律进行了研究。结果表明,不同耕作管理措施强化降水入渗速率效用不同,在相同入渗时间情况下,强化降水入渗速率等高耕作>人工掏挖>人工锄耕>直线坡,在中小雨强和较短降雨历时情况下,这种情况表现更为显著。在对黄土高原超渗产流理论和坡面水量平衡方程分析的基础上,得出了不同耕作管理措施强化降水入渗速率与入渗时间的函数关系式。