CAJ | 학술논문

皖南山区地势起伏较大，机械桩施工往往无法展开，人工挖孔桩工艺得以广泛应用，因其单桩竖向抗压承载力设计值通常较高，单桩承载力静载试验的难度极大，在不违反规范的原则下，通过优化检测方法准确判定桩基施工质量。
환남산구지세기복교대，궤계장시공왕왕무법전개，인공알공장공예득이엄범응용，인기단장수향항압승재력설계치통상교고，단장승재력정재시험적난도겁대，재불위반규범적원칙하，통과우화검측방법준학판정장기시공질량。
Since it was hard to have mechanical pile construction due to the large relative relief in Wannan mountain region,the artificial dig-hole pile technology became widely available. Meanwhile,its high design value of single pile vertical compressive bearing capacity,however,made the static load test of single pile bearing capacity extremely difficult. To overcome this problem,this article introduced an optimization scheme of pile detecting,under the principle of without violating norms,to determine the pile foundation construction quality accurately.