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采用悬臂式钢筋混凝土结构形式,对高边坡挡土墙的截面进行了优化设计和研究。在工程所处地形、地质条件下,通过结构优化,结合基础处理,确定挡土墙截面尺寸,从而改变常规挡土墙截面尺寸无法满足施工要求的难题,以达到简化设计和降低工程造价之目的。同时,滑坡治理及优化设计对云南地区类似滑坡地质灾害治理提供参考价值。
Using the cantilever reinforced concrete structure, the section of the high slope retaining wall has been optimized and studied. Under the topography and geological conditions of the project, the section size of the retaining wall will be determined through structural optimization and basic treatment so as to change the problem that the conventional retaining wall section size can not meet the construction requirements so as to simplify the design and reduce the construction cost . At the same time, landslide control and optimization design provide reference value for similar landslide geological disaster control in Yunnan Province.