| 1. | Some usual calculating methods of bearing capacity of foundation soil based on the limit equilibrium theory
基于极限平衡理论的几种常见的地基承载力计算方法 |
| 2. | Based on the result of failure by shear of recycled concrete beams and using the ultimate equilibrium theory , a formula for the shear strength of recycled concrete beams is recommended
根据13根再生混凝土梁的剪切破坏结果，依据极限平衡理论，提出再生混凝土梁受剪承载力的计算公式。 |
| 3. | Based on study above , apply the maximum equilibrium method and the block theory to analyse and evaluate the man - made slope stability . at last , the remedy measures has been presented
在此基础上，采刚极限平衡理论和块体理论对工程边坡稳定性进行分析评价，据此提出边坡的整治建议。 |
| 4. | This constitutive model describes the non - associated plastic flow of granular material , and replaces the assumption that granular material complies with associated flow rule in the limit " equilibrium theory of granular material
该本构模型反映了散体材料的非相关塑性流动，取代了散体极限平衡理论中散体材料服从相关流动法则的假定。 |
| 5. | Based ongeological condition and mechanics propertie s of open - pit footwall slope rock in xinqiaopyrite mine , the stopes stability is analysed by calculation of double slide face typefailure mode with limit equ ilibrium theory
基于对新桥矿露采下盘边坡的地质概况和岩石物理力学性质分析，采用极限平衡理论，通过双滑面型破坏模式的计算，对边坡作了稳定性分析。 |
| 6. | Based on the mechanical behavior of the composite column and the yield condition of its components , a formula for computing the ultimate bearing capacity was obtained with the limit equilibrium method
根据组合柱各组成部分极限（屈服）条件，应用极限平衡理论建立了截面的力学平衡方程，基于钢骨冀缘对核心混凝土的附加约束，推导了该组合柱的轴压极限承载力计算公式。 |
| 7. | At present , conventional analytic methods of rsrw are based on theory of limit equilibrium , which can not take account of the strength and deformation of structure uniformly , and calculate the displacement of panel , settlement of fill and so on
加筋土挡墙传统的分析方法建立在加筋土体极限平衡理论基础上,无法将结构的强度和变形统一考虑,无法计算面板位移和填土沉降等。 |
| 8. | This thesis is focused on the stability analysis of dams and it foundation , two methods are employed : ( 1 ) stability analysis method base on rigid limit equilibrium method , which regards dam and rock foundation as undeformable rigid body
主要采用以下两种方法： ( 1 )基于刚体极限平衡理论的稳定分析方法。这种方法假设大坝和岩石地基为不变形的刚体； ( 2 )基于弹塑性理论的稳定分析方法。 |
| 9. | Combining with the research task researching on the deformation and stability of deep excavated cuts and high filled embankment of the traffic department in fujian province , based on the residual soil slope project on the project site at k15 + 183 of yong - zhang highway ( yong ' an section ) , adopting non - linear theory , modern monitoring technology and numerical simulation technology , the deformation and stability of cutting cliff debris and residual soil slopes have been studied systemically and synthetically in the thesis . at the same time theory analysis , the analysis and estimate of field monitoring are taken into account in this course . main research work and working achievement are summed up as follows : ( 1 ) with the acquaintance of the trends and development about the deformation and stability of slopes at home and abroad , slopes are classified and summarized systemically
并通过k15 + 183工点路堑土质边坡的各类位移变形的监测成果验证了该程序的正确性及适用性； ( 5 )通过应用大型有限元软件ansys模拟分析，不仅分析了其随着开挖时间步的应力应变关系，并模拟了与实际测斜管相匹配的测斜路径，通过对各开挖时间步的模拟计算分析，得到了与实测数据较符合的结果； ( 6 )综合监测分析成果和极限平衡理论计算分析成果，对k15 + 183工点路堑边坡的原设计坡率和几何形态进行了优化计算分析，取得了较为满意的结果。 |
| 10. | Separately select and use the slice method based on rigid body theory of ultimate equilibrium and the ai theory based on neural network to justify loess side slope stability and finite element numerical stimulation based on elastoplastic theory to further research the factors of slope failure and deformation mechanism of landslide
分别采用基于刚体极限平衡理论的条分法和基于神经网络的人工智能理论判别黄土边坡稳定性；又采用基于弹塑性理论的有限元数值模拟，进一步探讨了黄土地区边坡失稳的影响因素及其滑坡变形机制。 |
