摘要
通过实际工程的拉力型锚杆现场抗拔力试验研究,探讨了影响拉力型锚杆极限承载力的因素,为拉力型锚杆的设计计算提供了理论依据。
Through the study on field pull-out test of tensile type anchors for practical engineerings,factors influencing the ultimate bearing capacity of the anchor are explored.Test results provide theoretical principle for design and calculation of tensile type anchor in soft rock.
出处
《工业建筑》
CSCD
北大核心
2006年第z1期718-719,共2页
Industrial Construction
关键词
软岩
抗剪强度
抗拔试验
拉力型锚杆
soft rock shear strength pull-out test tensile type anchor
