参考文献/References:
[1] 王焕文,王继良.锚喷支护[M].北京:煤炭工业出版社,1989.
[2] 膨胀土地区建筑技术规范:GB50112—2013[S].北京:中国建筑工业出版社,2013.
[3] 邓 亮,张传庆,汤艳春,等.锚杆拉拔过程中径向力学响应特征研究[J].人民长江,2021,52(2):170-176.
[4] 邓 亮,张传庆,周 丽,等.常法向刚度下锚杆杆体-树脂界面剪切力学特性试验研究[J].岩石力学与工程学报,2020,39(11):2254-2263.
[5] ZhangChuanqing,CuiGaojian,ChenXiangrong,etal.Effectsofboltprofileandgroutmixtureonshearingbe-haviorsofbolt-groutinterface[J].JournalofRockMe-chanicsandGeotechnicalEngineering,2020,12(2):242-255.
[6] NieWen,GuoWei,MaShuqi,etal.Numericalmodellingoffullygroutedrockboltssubjectedtoshearload[J].RockMechanicsandRockEngineering,2020,53:2493-2503.
[7] YuShuisheng,ZhuWancheng,NiuLeilei.Experimentalandnumericalevaluationondebondingoffullygroutedrockboltunderpull-outloading[J].InternationalJournalofCoalScience&Technology,2022,9(8).https://doi.org/10.1007/s40789-022-00482-4.
[8] 康红普,崔千里,胡 滨,等.树脂锚杆锚固性能及影响因素分析[J].煤炭学报,2014,39(1):1-10.
[9] 刘 波,李东阳,段艳芳,等.锚杆-砂浆界面黏结滑移关系的试验研究与破坏过程解析[J].岩石力学与工程学报,2011,30(S1):2790-2797.
[10] MaShuqi,ZhuXing,QinWeiwei,etal.Determinationofthebond-sliprelationshipoffullygroutedrockbolts[J].EnvironmentalEarthSciences,2018,77(9):1-12.
[11] 董双勇.围压作用下锚杆锚固性能及其影响因素研究[D].北京:煤炭科学研究总院,2021.
[12] Ho-JongKim,Kang-HyunKim,Hong-MoonKim,etal.Anchoragemechanismandpulloutresistanceofrockboltinwater-bearingrocks[J].GeomechanicsandEn-gineering,2018,15(3):841-849.
[13] FangShuai,YanZhanghai,QuanJiangxia.Anchorageperformanceofgeopolymer-groutedrockbolts[J].Jour-nalofMaterialsinCivilEngineering,2022,34(4):04022029.
[14] 任 祥,汪班桥,李 楠.地震作用下锚固滑坡的动力响应特性研究[J].西安建筑科技大学学报(自然科学版),2019,51(5):676-681.
[15] 王国锋.填土中锚杆承载性状试验研究[D].株洲:湖南工业大学,2018.
[16] 胡翱翔,梁兴文,史庆轩,等.高强钢筋与超高性能混凝土黏结性能试验研究[J].西安建筑科技大学学报(自然科学版),2021,53(4):534-544,610.
[17] ZhangWeili,HuangLei,JuangCH.Ananalyticalmodelforestimatingtheforceanddisplacementoffullygroutedrockbolts[J].ComputersandGeotechnics,2020,117:103222.
[18] ChenJianhang,HeFulian,ZhangShoubao.Astudyoftheloadtransferbehavioroffullygroutedrockboltswithanalyticalmodelling[J].InternationalJournalofMiningScienceandTechnology,2020,30:105-109.
[19] 张景科,单婷婷,王玉超,等.土遗址锚固土体-浆体(CGN+C)界面力学性能[J].岩土力学,2019,40(3):903-912.
[20] 董 捷,孙京华,陶春晨.锚-土界面拉拔试验与剪应力分布规律研究[J].公路工程,2022,47(5):176-182.
相似文献/References:
[1]苏航州,梁倩,冯云鹤,等.竖向荷载下GRF桩基础锚杆的承载机制分析[J].水利与建筑工程学报,2015,(01):162.
[2]胡康明,沈才华.锚杆对隧道衬砌工后应力及位移的影响研究[J].水利与建筑工程学报,2013,(06):129.
[3]谭朝瑞,王明华,付强,等.锚杆加固恩施大峡谷绝壁危岩的稳定性数值分析[J].水利与建筑工程学报,2020,(01):56.[doi:10.3969/j.issn.1672-1144.2019.06.010]
[4]曾锦秀.既有高边坡陡开挖锚固参数优化数值分析[J].水利与建筑工程学报,2022,(03):102.[doi:10.3969/j.issn.1672-1144.2022.03.016]