CAJ | 학술논문

为了进一步探讨土钉支护的作用机理、受力特点，采用Flac3D模拟土钉支护基坑开挖与支护的施工过程，并对土钉、土体在开挖过程中的受力性能进行了模拟和分析。通过对土钉支护基坑模型的土体应力、应力路径和土钉内力分布等力学参数的分析，能更加全面地认识其在开挖阶段的工作性能，对其设计和施工提出了有益的建议。
위료진일보탐토토정지호적작용궤리、수력특점，채용Flac3D모의토정지호기갱개알여지호적시공과정，병대토정、토체재개알과정중적수력성능진행료모의화분석。통과대토정지호기갱모형적토체응력、응력로경화토정내력분포등역학삼수적분석，능경가전면지인식기재개알계단적공작성능，대기설계화시공제출료유익적건의。
In order to investigate the mechanism of soil nailing and mechanical characteristics ,a numerical model considering the working procedure of excavation and supporting was established by Flac3D,and the mechanical performance of the soil and soil nails during the excavation process was simulated and analyzed. By analyzing the stress of soil,stress path and the force distribution of soil nailing in soil nailing model,the behaviors of soil-nailed structures in construction phase are further investigated and it will be given for references to the future design and construction on soil nailing walls.