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本文根据朗金土压力理论,结合铁道部科学研究院和西南交通大学等单位的试验资料,提出锚定板挡土结构的整体稳定性计算方法。
In this paper, based on the Longjin earth pressure theory, combined with the experimental data of the Academies of Science and Technology of the Ministry of Railways and Southwest Jiaotong University, the method of calculating the overall stability of the anchoring plate retaining structure is proposed.