CAJ | 학술논문

抗拔锚杆作为一项竖向锚固技术，在施工工期与工程成本上显示其优越性，但本文工程中，地下工程规模大，地下水位较高，无现行案例可循。以场区岩土情况为出发点，从降低工程造价角度，在满足标准前提下，对抗拔锚杆进行了合理优化和改进。实践证明，锚杆质量和抗拔力均可满足要求。
항발묘간작위일항수향묘고기술，재시공공기여공정성본상현시기우월성，단본문공정중，지하공정규모대，지하수위교고，무현행안례가순。이장구암토정황위출발점，종강저공정조개각도，재만족표준전제하，대항발묘간진행료합리우화화개진。실천증명，묘간질량화항발력균가만족요구。
The anti?pull anchors as a vertical anchoring technique show its superiority in the construction period and the cost of the project. With the large scale of the underground engineering and high level of underground water, current case can’ t be followed. Based on geotechnical conditions of the area as a starting point, the perspective of reducing project cost and meeting the standards, the anti?pull anchors are optimized and improved reasonably. Practices show that the quality and anti?pull load can meet the requirements.