摘要
以原位及室内试验资料为基础 ,研究了抗拔锚板 (包括长方形、圆形以及条形锚板 )受竖直荷载作用下的破坏型式 ,并建议了相应的破裂面方程。以此为基础 ,运用极限平衡原理分析了锚板基础的抗拔承载力 ,并与已有的极限分析成果进行了比较。
Based on the field and laboratory tests, the failure model on anchor (include circular, square, rectangular and strip ones) under vertical uplift load is studied and the failure formula are presented. On the basis of results, the bearing capacity of uplift anchor with limit balance principle was analyzed. The theoretical and limit analysis results show their reasonable agreement and the validity of the proposed theory is confirmed.
出处
《地下空间》
CSCD
2002年第2期145-148,共4页
Underground Space
