摘要
本文通过对拉基垂直静载试验反力装置及其与锚桩联结的分析评价，提出１８０００ｋＮ桩基反力梁与锚桩联结新技术，并介绍了该技术在实际工程应用中获得省时、经济、可靠的良好效果。
Based on the analysis and evaluation of the reaction installation and its conneetion woth anchor pile used in vertieal static loading test of a 18000kN pile foundation, a new teehnique of conneetion is proposed.In this paper, The application of this new technique to actual construetion works and its economie and rcliablc results are aiso reported.
出处
《土工基础》
1994年第1期9-15,共7页
Soil Engineering and Foundation
