摘要
介绍了云南省个旧～冷墩二级公路 K2 2 +336～ K2 2 +5 2 0段路基右侧上、下排预应力锚索桩板式高挡墙 (最大高度达 4 4 .13m)的设计、计算与分析和使用效果。该工程是路基设计中 。
The design, calculation, analysis and performance of a height of 44.13 meters bulkhead retaining wall, along the right side of section Station K22+336～Station K22+520 of Class II Gejiu-Lengdun Highway in Yunnan Province are discussed. The case study of such a high structure in the comprehensive design of the subgrade is revealed in this paper.
出处
《公路》
北大核心
2004年第12期116-120,共5页
Highway
