As a significant method for rock mass slope analysis, Block Theory has been used far and wide in engineering field.
块体理论作为分析节理岩体边坡的重要方法，已经在工程界得到广泛的应用。
By the linear theory in the max-algebra, it presents the block network iterative method which is independent of the dimension of system matrix.
用极大代数意义下的线性系统理论提出了一种与系统矩阵维数无关的，模块网络迭代法。
It can be found the random wedges in slope surface by using block theory and random search method.
进一步运用随机搜索方法与块体理论，搜索出边坡面上的随机楔体，进行楔体的稳定分析。
According to the theory and method of particle flow code in two dimensions (PFC2D), the block caving law of natural caving mining method was investigated.
以自然崩落采矿法为研究对象，利用二维颗粒流数值模拟(PFC2D)的原理和方法，研究了自然崩落法矿体崩落规律。
Based on the theory of block element method and calculating model, this paper suggests a calculating model for block element method with effect of reinforcing steel bar considered.
依据块体单元法的理论和计算模型，提出了考虑钢筋作用效应的块体单元法计算模型。
Based on the experimental research, the fundamental mechanical and non-linear behavior of concrete block masonry is analyzed and discussed by using several theory and FEA method.
本文在试验研究的基础上，运用多个理论及有限元分析方法，对混凝土砌块砌体的基本力学性能和非线性性能进行了分析与研究。
A new wood color feature extraction method combining image block theory was given on the basis of the previous studies.
该文借助知识理论，提出一种新的基于子图像块的区域分割与边缘检测相结合的目标提取方法。
Block theory is an effective method to analyse stability of rock mass crisscrossed by geologic structure planes.
对于由地质构造面纵横切割的多裂隙岩石块体的稳定分析，块体理论不失为一种有效的分析手段。
Then we can combine the theory and method of semi logy, environment art and mold-block design to inductive standard method and formula of color design.
在以上论述的基础上，应用符号学、环境艺术学、模块化设计方法等理论和方法，归纳整理出消费产品色彩设计一般性的设计方法和程序。
The paper makes a preliminary evaluation on the side slope stability and draws out its failure patterns by using structural analysis, key block theory and engineering geological comparison method.
运用结构分析法、关键块体分析法和工程地质类比法定性评价边坡稳定性，抽取边坡岩体破坏模式。
The paper makes a preliminary evaluation on the side slope stability and draws out its failure patterns by using structural analysis, key block theory and engineering geological comparison method.
运用结构分析法、关键块体分析法和工程地质类比法定性评价边坡稳定性，抽取边坡岩体破坏模式。
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