cliff debris meaning in Chinese
坡积物
崖积物
崖物
岩堆
坠积物
Examples
- 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。 - The slope project is one of the three big problems of geotechnical engineering ; cut soil slope is one of the important types of slope projects ; engineering construction of the traffic , such as highway , railway in the mountain area and hills area etc . is developing rapidly , which will inevitably encounter the deformation and stability of cutting cliff debris and residual soil slopes
边坡工程是岩土工程三大问题之一；路堑式土边坡是边坡工程中的重要类型之一；迅速发展的山区和丘陵地区的公路、铁路等交通工程建设，必然会遭遇路堑式坡残积土边坡的变形与稳定性问题。 - And combining with compound analysis , this thesis has calculated and estimated the deformation and stability of slopes of the cliff debris and residual soil slope project on the project site at k15 + 183 of yong ' an section of yong - zhang highway ; ( 3 ) in the course of the cut slope excavation inner displacement has been in control of real time field monitoring
同时边坡开挖后期坡顶会出现回弹现象。 3 、数值计算成果表明，随着开挖阶数的增加，大小主应力在边坡内也进行不断的调整。边坡开挖后坡脚处大小主应力值nlfep程序结果与ansys计算结果较为相似，两者吻合性较好。