摘要
本文对地下连续墙的锚定试验方法进行了理分析,结合工程实践,跟踪测试,了解锚杆抵抗破坏的安全程度,揭示锚杆在使用过程中可能影响其承载力的因素,以便在正式使用锚杆前调整锚杆的结构参数。
Abstract The thesis analyses theoretically testing method of the anchoring of the underground continuos wall, learns about the safety anchor rod against destruction, revealing the factors of the anchor rod in the use influencing its bearing capacity so as to adjust the anchor rod parameter before using the anchor rod in practice.________________________________________________
关键词
锚杆拉力
锚固段
自由段
高压注浆
注浆承载力
Key Words anchor rod tension anchouage section free section high pressure mushy concrete jetting bearing capacity of concrete jetting.
