摘要
通过对前人研究成果和土钉墙的实际位移的分析,定性地论述了土钉墙的侧向土压力的分布,然后根据莫尔—库伦强度理论从理论上论述了土钉墙的主动土压力的分布和大小,最后通过实测的侧向土压力,提出一种有效的侧向土压力简化模式,为土钉墙设计的进一步优化提供有力的依据。
The paper analyses the investigation of father and the displacement in fact, discusses the distribution of the lateral soil-pressure in soil-nailed wall qualitatively , then discusses the distribution and the magnitude of the active soilpressure in soil-nailed wall in theory, in the end it brings forward an effective predigested mode of the lateral soil-pres- sure in soilnailed, it supplies a forceful gist to optimize the design more of the soil-nailed wall.
出处
《隧道建设》
2006年第3期1-4,共4页
Tunnel Construction
关键词
土钉墙
侧向土压力
分布
soil-nailed wall, lateral soil-pressure
distribution
