CAJ | 학술논문

采用模型试验和数值模拟方法，研究单轴压缩载荷下带裂纹直墙拱形隧道在不同的裂纹面与隧道垂直边墙之间的夹角q时围岩损伤破坏规律。试验采用水泥砂浆制作成具有不同夹角q的直墙拱形隧道模型，养护30 d 后进行加载。数值模拟采用混凝土损伤塑性模型，计算出隧道周边各点的应力和裂纹尖端的应力强度因子，与模型试验结果吻合较好。结果表明，拱肩处的裂纹会降低隧道的整体稳定性及强度，在裂纹尖端及侧壁产生很大的应力集中，但随着q角度的变化，强度降低的程度有所不同；当q=60°和q=130°时，裂纹对其整体稳定性及强度的影响最大，其裂纹尖端的应力集中现象最为明显，而且破坏应力峰值仅为无裂纹模型的40.9%和41.8%。
채용모형시험화수치모의방법，연구단축압축재하하대렬문직장공형수도재불동적렬문면여수도수직변장지간적협각q시위암손상파배규률。시험채용수니사장제작성구유불동협각q적직장공형수도모형，양호30 d 후진행가재。수치모의채용혼응토손상소성모형，계산출수도주변각점적응력화렬문첨단적응력강도인자，여모형시험결과문합교호。결과표명，공견처적렬문회강저수도적정체은정성급강도，재렬문첨단급측벽산생흔대적응력집중，단수착q각도적변화，강도강저적정도유소불동；당q=60°화q=130°시，렬문대기정체은정성급강도적영향최대，기렬문첨단적응력집중현상최위명현，이차파배응력봉치부위무렬문모형적40.9%화41.8%。
In order to investigate the effect of cracking orientation on the stability of tunnel surrounding rocks, experimental and numerical studies were implemented. In the experiment, cement mortar models with different cracking orientations were made and loaded after cured room temperature for 30 days. In the numerical simulation, the concrete damaged plasticity was adopted. The stresses at the points around the tunnel and the stress intensity factor of crack tips were calculated; the results were in good agreement with the experimental results. The results show that cracks in the spandrel can reduce the stability and strength of tunnels, and induce a great stress concentration at the crack tip and the sidewall of tunnels; but this phenomenon exist in differences due to the angle between cracks and sidewalls. Whenq =60° and q =130°, cracks produce the most serious effect on the stability and strength of tunnels; and the peak of damage stress are only 40.9% and 41.8% of that of tunnels without cracks.