摘要
永吉高速公路K7＋314~K7＋334段路基紧邻高压电塔,路基放坡开挖势必影响电塔的稳定。采用了桩锚支护结构对路基边坡进行防护,减小了开挖量。用理正5.3进行了计算,结果表明桩锚支护结构及电塔是安全的。
The YounJi highway near high voltage towers in K7 ＋314 -K7 ＋334 section,the slope excavation of subgrade will influence the stability of the pylon. In this article,the pile anchor supporting structure is used to protect subgrade slope,which can reduce the excavated volume. Lizheng 5.3 is used to calculate,the results show that the pile anchor supporting structure and the towers are safe.
出处
《公路工程》
北大核心
2014年第4期191-193,210,共4页
Highway Engineering
关键词
路基
放坡
电塔
桩锚支护
稳定
subgrade
slope
pylon
the pile anchor supporting
stable
