Slope stability analysis considering joined influences of nonlinearity and dilation

The soil masses of slopes were assumed to follow a nonlinear failure criterion and a nonassociated flow rule. The stability factors of slopes were calculated using vertical slice method based on limit analysis. The potential sliding mass was divided into a series of vertical slices as well as the traditional slice technique. Equating the external work rate to the internal energy dissipation, the optimum solutions to stability factors were determined by the nonlinear programming algorithm. From the numerical results, it is found that the present solutions agree well with previous results when the nonlinear criterion reduces to the linear criterion, and the nonassociated flow rule reduces to the associated flow rule. The stability factors decrease by 39.7% with nonlinear parameter varying from 1.0 to 3.0. Dilation and nonlinearity have significant effects on the slope stability factors. Foundation item: Project (200550) supported by the Foundation for the Author of National Excellent Doctoral Dissertation of China; Project (200631878557) supported by West Traffic of Science and Technology of China  

煤层气液化全流程爆炸极限分析

低投资成本的撬装式液化装置对于煤层气的开发利用十分重要,针对煤层气开发现状,提出液环泵加压煤层气的混合制冷剂循环液化新工艺,并分析计算了煤层气液化全流程中的爆炸极限,指出不同液化压力下,煤层气的安全液化极限低温不同,该极限温度随液化压力增加而升高.爆炸极限的分析为设计安全高效小型液化平台提供直接的理论参考.  

基于极限分析上限法的加筋土坡临界高度

在塑性极限分析理论的基础上,假定破裂面为对数螺旋面,导出了加筋土坡临界高度的解.不计加筋力,该解与无筋土坡临界高度一致;和加筋土坡试验结果比较,虽计算的临界高度略偏低,但在工程中应用是可靠的,可用于加筋土坡设计时的参考.  

提高挡土墙设计精度的若干方法

在塑性极限分析理论的基础上，结构成拱效应提出了短刚性挡土墙后土体的破坏模式，导出了作用在其上土压力的上限值，并通过例子进行了计算，另外，也对柔性挡土墙在设计计算中存在的问题进行了论述。  

钢筋砼板极限分析的塑性铰线理论的改进

文章利用双剪屈服准则导出了钢筋砼薄板屈服时屈服条件，并利用此屈服条件创立了用机法计算薄板极限载荷的新的塑性铰线理论，它与用原有塑性铰理论所计算的结果比较，更符合实验结果。  

Upper bound analysis of slope stability with nonlinear failure criterion based on strength reduction technique

Based on the upper bound limit analysis theorem and the shear strength reduction technique, the equation for expressing critical limit-equilibrium state was employed to define the safety factor of a given slope and its corresponding critical failure mechanism by means of the kinematical approach of limit analysis theory. The nonlinear shear strength parameters were treated as variable parameters and a kinematically admissible failure mechanism was considered for calculation schemes. The iterative optimization method was adopted to obtain the safety factors. Case study and comparative analysis show that solutions presented here agree with available predictions when nonlinear criterion reduces to linear criterion, and the validity of present method could be illuminated. From the numerical results, it can also be seen that nonlinear parameter m, slope foot gradient β, height of slope H, slope top gradient α and soil bulk density γ have significant effects on the safety factor of the slope.  

ZL80G装载机倾翻保护结构侧向加载塑性极限特性

研制了ZL80G装载机的安全驾驶室式倾翻保护结构,给出了整车级别的倾翻保护结构侧向加载塑性极限特性的数值模拟方法和试验方法,并进行了计算机仿真与样机试验,进一步研究了侧向变形机理、承载规律和能量吸收规律。结果表明:仿真结果与试验结果一致,塑性铰先后出现在下、上横梁两端的设计位置,侧向塑性极限承载能力是标准值的1.27倍,倾翻保护结构屈服后吸收了72.1%的翻车冲击能量,侧向承载与能量吸收匹配得较好;ZL80G的倾翻保护结构满足ISO3471侧向加载要求。  

上限法分析加筋土挡墙破裂面及临界高度

以塑性极限分析理论为基础,将附加粘聚力理论运用于加筋土挡墙的极限分析,探讨了当土体处于主动极限状态、顶部一定深度范围内存在平行于墙面的张拉裂缝时,加筋土挡墙破裂面形式及其破坏时的临界高度,并引用了国外离心模型试验数据加以验证,结果表明本文解更接近于真实破坏情况,且适用于不同内摩擦角的加筋土体破坏.  

Stability analysis of shallow tunnels subjected to seepage with strength reduction theory

Based on strength reduction theory, the stability numbers of shallow tunnels were investigated within the framework of upper and lower bound theorems of limit analysis. Stability solutions taking into account of water seepage were presented and compared with those without considering seepage. The comparisons indicate that the maximum difference does not exceed 3.7%, which proves the present method credible. The results show that stability numbers of shallow tunnels considering seepage are much less than those without considering seepage, and that the difference of stability numbers between considering seepage and without considering seepage increase with increasing the depth ratio. The stability numbers decrease with increasing permeability coefficient and groundwater depth. Seepage has significant effects on the stability numbers of shallow tunnels.  

Three-dimensional stability analysis of anisotropic and non-homogeneous slopes using limit analysis简

A method of three-dimensional loaded slope stability for anisotropic and nonhomogeneous slopes was presented based on the upper-bound theorem of the limit analysis approach. The approach can be considered as a modification and extension of the solutions. The influences of friction angle, anisotropy factor, nonhomogeneous factor, slope angle, ratio of width to depth, and load on the slope crest were investigated. The results show that solutions are suitable to deal with the purely cohesive soils and frictional/cohesive soils, isotropic and anisotropic, homogeneous and nonhomogeneous, loaded and unloaded cases.