冰层锚杆拉拔室内试验研究
Indoor Test Study of Ice Anchor Pullout
DOI: 10.12677/HJCE.2023.126088, PDF,    国家自然科学基金支持
作者: 高 铭, 董旭光, 刘玉飞, 李 兵:宁夏大学土木与水利工程学院,宁夏 银川
关键词: 锚杆冰层拉拔试验Anchor Ice Layer Pullout Test
摘要: 冰层锚固在实际工程中较少,但冰层在寒区冻土工程中属于常见现象。开展了冰层中预制锚杆、现浇锚杆拉拔室内试验,分析了不同制作方式的锚杆拉拔破坏模式、荷载位移特征。结果表明:锚杆制作方式不同,锚固效果明显不同,现浇锚杆要比预制锚杆锚固效果佳,现浇注浆在冰层中形成局部扩体,增大锚杆–冰界面接触面积,锚杆承载力增强。
Abstract: Ice anchors are less common in actual projects, but ice is a common phenomenon in cold zone permafrost projects. Indoor tests on the pullout of prefabricated anchor and cast-in-place anchor in ice were carried out, and the pullout damage patterns and load-displacement characteristics of anchor made in different ways were analyzed. The results showed that the anchoring effect was significantly different with different anchor production methods, and the cast-in-place anchor had a better anchoring effect than the prefabricated anchor, and the cast-in-place grout formed a local expansion in the ice, which increased the contact area of anchor-ice interface and the anchor bearing capacity.
文章引用:高铭, 董旭光, 刘玉飞, 李兵. 冰层锚杆拉拔室内试验研究[J]. 土木工程, 2023, 12(6): 778-783. https://doi.org/10.12677/HJCE.2023.126088

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