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出版专著
[1].彭社琴;赵其华.基础工程.北京:中国建筑工业出版社,2012
[2].赵其华;彭社琴.岩土支挡与锚固工程.成都:四川大学出版社,2008
[3].赵其华;王兰生.边坡地质工程理论与实践.成都:四川大学出版社,2000
[4].王兰生;李天斌;赵其华.浅生时效构造与人类工程.北京:地质出版社,1994
论文
[1].张埕豪、赵其华、娄琛、穆红海.考虑基岩层面影响的水平受荷嵌岩桩模型试验研究,工程地质学报,2019,2(27):286-293(北大核心期刊;)
[2].张治国，师敏之，张成平，魏纲，王志伟，赵其华.类矩形盾构隧道开挖引起邻近地下管线变形研究,岩石力学与工程学报,2019,4(38):852-864(北大核心期刊;)
[3].娄琛，赵其华，张埕豪，吕小波.裂隙倾角对岩体能量演化规律影响研究,人民长江,2019,1(50):158-163(北大核心期刊;)
[4].康舜，赵其华，刘斌.水平受荷桩桩周土体应变范围研究,河南理工大学学报(自然科学版),2019,3(38):157-162(北大核心期刊;)
[5].张朝俊，赵其华，娄琛，吕小波.岩桥倾角对岩体能量演化规律影响研究,水利与建筑工程学报,2019,1(17):19-24(中国科技核心期刊;)
[6].邓庆;赵其华;王晨辉;林冠宇.基于GIS的单体滑坡稳定性分区以某高速公路滑坡为例,中国地质灾害与防治学报,2018,29(2):22-28(CSCD收录;)
[7].林冠宇;赵其华;王晨辉;何云松;胡广.循环加卸载条件下花岗岩破坏过程声发射特征研究,工程地质学报,2018,26(2):475-483(CSCD收录;)
[8].Fan,Xiang;Li,Kaihui;Lai,Hongpeng;Zhao,Qihua;Sun,Zhenhua.ExperimentalandNumericalStudyoftheFailureBehaviorofIntermittentRockJointsSubjectedtoDirectShearLoad,ADVANCESINCIVILENGINEERING,2018,():-(SCI收录;)
[9].李晓明;赵庆斌;杨祈敏;赵其华;丁梓涵.碎石土及碎石土-基岩地基斜坡场地m值研究,岩土力学,2018,39(4):1327-1336(EI收录;CSCD收录;)
[10].CuiXianyue;ZhaoQihua;ZhangJin;WangYannan;ZhangBeihang;NieFengjun;QuJunfeng;ZhaoHeng.LateCretaceous-CenozoicMulti-StageDenudationattheWesternOrdosBlock:ConstraintsbytheApatiteFissionTrackDatingontheLangshan,ACTAGEOLOGICASINICA-ENGLISHEDITION,2018,92(2):536-555(SCI收录;)
[11].Ren,Feifan;He,Jiangyang;Zhang,Feng;Wang,Guan;Zhao,Qihua.Numericalinvestigationoftheinfluenceofnon-uniformfactorsonthemonotonic/cyclicbehaviourofcoarse-grainedsoil,COMPUTERSANDGEOTECHNICS,2018,103():115-137(SCIE收录;EI收录;)
[12].Ren,Feifan;Zhang,Feng;Wang,Guan;Zhao,Qihua;Xu,Chao.Dynamicassessmentofsaturatedreinforced-soilretainingwall,COMPUTERSANDGEOTECHNICS,2018,95():211-230(SCIE收录;EI收录;)
[13].Fan,Xiang;Chen,Rui;Lin,Hang;Lai,Hongpeng;Zhang,Chunyang;Zhao,Qihua.CrackingandFailureinRockSpecimenContainingCombinedFlawandHoleunderUniaxialCompression,ADVANCESINCIVILENGINEERING,2018,-(-):-(SCI收录;)
[14].喻豪俊;彭社琴;赵其华.碎石土斜坡水平受荷桩承载特性研究,岩土力学,2018,39(7):2537-(EI收录;CSCD收录;)
[15].Zhang,Zhi-guo;Zhao,Qi-hua;Xu,Chen;Xu,Xiao-yang.Interactionanalysesbetweentunnelandlandslideinmountainarea,JOURNALOFMOUNTAINSCIENCE,2017,14(6):1124-1139(SCI收录;)
[16].Zhang,Wen;Zhao,Qihua;Huang,Runqiu;Ma,Donghe;Chen,Jianping;Xu,Peihua;Que,Jinsheng.DeterminationofRepresentativeVolumeElementConsideringtheProbabilitythataSampleCanRepresenttheInvestigatedRockMassatBaihetanDamSite,China,ROCKMECHANICSANDROCKENGINEERING,2017,50(10):2817-2825(SCI收录;EI收录;)
[17].Zhang,Wen;Zhao,Qihua;Chen,Jianping;Huang,Runqiu;Yuan,Xiaoqing.Determiningthecriticalslipsurfaceofafracturedrockslopeconsideringpreexistingfracturesandstatisticalmethodology,LANDSLIDES,2017,14(3):1253-1263(SCI收录;EI收录;)
[18].Xing,Aiguo;Yuan,Xiaoyi;Xu,Qiang;Zhao,Qihua;Huang,Heqing;Cheng,Qiangong.CharacteristicsandnumericalrunoutmodellingofacatastrophicrockavalanchetriggeredbytheWenchuanearthquakeintheWenjiavalley,Mianzhu,Sichuan,China,LANDSLIDES,2017,14(1):83-98(SCI收录;EI收录;)
[19].Zhang,Zhiguo;Zhang,Mengxi;Jiang,Yunjuan;Bai,Qiaomu;Zhao,Qihua.Analyticalpredictionforgroundmovementsandlinerinternalforcesinducedbyshallowtunnelsconsideringnon-uniformconvergencepatternandground-linerinteractionmechanism,SOILSANDFOUNDATIONS,2017,57(2):211-226(SCI收录;EI收录;)
[20].喻豪俊;彭社琴;赵其华;陈继彬;丁梓涵.基于全寿命周期的斜坡桩周土体最优加固范围,兰州大学学报.自然科学版,2017,53(1):28-34(CSCD收录;)
[21].邓庆;赵其华;彭社琴;陈继彬.基于结构面网络模拟的岩体深部卸荷裂隙及非均质特性研究,工程地质学报,2017,25(4):993-1000(CSCD收录;)
[22].喻豪俊;彭社琴;赵其华;吴浩;丁梓涵;穆红海.斜坡碎石土地基水平抗力系数研究,岩土力学,2017,38(6):1682-(CSCD收录;EI收录;)
[23].刘恋嘉;赵其华;韩刚.叶巴滩水电站坝址区深部变形破裂特征,岩土工程学报,2017,39(3):501-508(CSCD收录;EI收录;)
[24].张治国;杨峰;赵其华.远场剪切波作用下深埋矩形隧洞地震响应解析解,岩石力学与工程学报,2017,36(8):1951-1965(CSCD收录;EI收录;)
[25].张治国;徐晓洋;姜蕴娟;赵其华.隧道正交穿越滑坡体的安全距离及稳定性分析,岩土力学,2017,38(11):3278-3286(CSCD收录;EI收录;)
[26].Zhao,QiHua(1);Ding,Zihan(1);Han,Gang(1).FormationmechanismoftheHejiagourocklandslidetriggeredbyWenchuanearthquake,LandslidesandEngineeredSlopes.Experience,TheoryandPractice,2016,3(-):1695-1698(EI收录;)
[27].Wan,Tao;Xiong,Jing;Zhao,Qihua;Wu,Daqing;Tang,Li;Liao,Ling;Chen,Qiaohe.CrosslinkereffectsonswellingandgelpropertiesofpH-andtemperature-responsivepoly(NIPAM/IA/AM)hydrogels,POLYMERBULLETIN,2016,73(5):1447-1458(SCI收录;EI收录;)
[28].Zhang,Wen;Zhao,Qihua;Huang,Runqiu;Chen,Jianping;Xue,Yiguo;Xu,Peihua.Identificationofstructuraldomainsconsideringthesizeeffectofrockmassdiscontinuities:AcasestudyofanundergroundexcavationinBaihetanDam,China,TUNNELLINGANDUNDERGROUNDSPACETECHNOLOGY,2016,51(-):75-83(SCI收录;EI收录;)
[29].Zhang,Zhi-guo;Zhao,Qi-hua;Zhang,Meng-xi.Deformationanalysesduringsubwayshieldexcavationconsideringstiffnessinfluencesofundergroundstructures,GEOMECHANICSANDENGINEERING,2016,11(1):117-139(SCI收录;EI收录;)
[30].郭少文;赵其华;张兵;梅朱寅.基于三维激光扫描技术的岩体RQD获取方法与程序,长江科学院院报,2016,33(3):75-79(CSCD收录;)
[31].胡广;赵其华;何云松;韩刚.循环荷载作用下斜长花岗岩弹性模量演化规律,工程地质学报,2016,24(5):881-890(CSCD收录;)
[32].黄亮;赵其华.地下储库掘进爆破地表震动角度效应分析,中国安全生产科学技术,2016,12(3):49-53(CSCD收录;)
[33].丁梓涵;赵其华;彭社琴;喻豪俊.地基土强度对桩土水平作用特性及m值影响的模型试验研究,水文地质工程地质,2016,43(3):113-(CSCD收录;)
[34].张治国;鲁明浩;徐晨;宫剑飞;赵其华.基于Kerr地基模型的隧道开挖诱发桩基变形简化方法,现代隧道技术,2016,53(6):55-66(CSCD收录;)
[35].韩刚;杨帆;刘宇;王延宁;赵幸;赵其华.双轴循环荷载条件下含预制裂纹类玄武岩岩桥贯通模式,工程地质学报,2016,24(2):235-245(CSCD收录;)
[36].薛秋池;赵其华;何云松.岩体结构面网络模拟的改进与应用,岩土工程学报,2016,38(7):1351-1356(CSCD收录;EI收录;)
[37].张治国;赵其华;白乔木;王卫东.饱和土中考虑衬砌界面排水的浅埋盾构隧道开挖影响分析,岩土工程学报,2016,38(9):1595-1605(CSCD收录;EI收录;)
[38].张治国;赵其华;徐晨;胡力绳.基于影像源法的基坑开挖对邻近单桩影响简化分析,岩土力学,2016,37(7):2011-2020(CSCD收录;EI收录;)
[39].张治国;白乔木;赵其华.带衬砌浅埋隧道开挖受非对称收敛变形影响的地层位移和衬砌应力分析,岩石力学与工程学报,2016,35(6):1202-1213(CSCD收录;EI收录;)
[40].Zhang,Zhiguo;Zhang,Mengxi;Zhao,Qihua.Asimplifiedanalysisfordeformationbehaviorofburiedpipelinesconsideringdisturbanceeffectsofundergroundexcavationinsoftclays,ARABIANJOURNALOFGEOSCIENCES,2015,8(10):7771-7785(SCI收录;)
[41].Wan,Tao;Chen,Qiaohe;Zhao,Qihua;Huang,Runqiu;Liao,Ling;Xiong,Jing;Tang,Li.SynthesisandswellingpropertiesofapH-andtemperature-dualresponsivehydrogelbyinversemicroemulsionpolymerization,JOURNALOFAPPLIEDPOLYMERSCIENCE,2015,132(26):-(SCI收录;EI收录;)
[42].陈继彬;赵其华;彭社琴.路堤荷载下碎石桩处理软基沉降计算,工程地质学报,2015,23(3):505-510(CSCD收录;)
[43].丁梓涵;赵其华;彭社琴;陈继彬;喻豪俊.岩层倾角对顺倾向边坡地震效应的影响,地震工程学报,2015,37(4):956-962(CSCD收录;)
[44].丁梓涵;赵其华;彭社琴;陈继彬;喻豪俊.光纤和电阻应变片在结构变形测试中的对比试验研究,传感技术学报,2015,28(8):1149-1154(CSCD收录;)
[45].陈继彬;赵其华;彭社琴.碎石桩处理软土地基临界填筑高度的研究,岩土力学,2015,36(2):470-476(CSCD收录;EI收录;)
[46].陈继彬;赵其华;彭社琴;丁梓涵;喻豪俊.弃土堆填对斜坡输电塔桩基地震反应的影响,岩土力学,2015,36(8):2277-2283(CSCD收录;EI收录;)
[47].Wan,Tao;Huang,Runqiu;Xiong,Lei;Zhao,Qihua;Luo,Lei;Zhang,Haibo;Cai,Guojun.Swellingbehaviorsandgelstrengthstudiesofwheatstraw-compositesuperabsorbent,JOURNALOFCOMPOSITEMATERIALS,2014,48(19):2341-2348(SCI收录;EI收录;)
[48].Wan,Tao;Xiong,Lei;Huang,Runqiu;Zhao,Qihua;Tan,Xuemei;Qin,Lili;Hu,Junyan.Structureandpropertiesofcornstalk-compositesuperabsorbent,POLYMERBULLETIN,2014,71(2):371-383(SCI收录;EI收录;)
[49].廖景高;赵其华;刘宇;陈欢.基于Monte-Carlo的滑坡失稳概率计算研究,长江科学院院报,2014,31(7):29-33(CSCD收录;)
[50].薛源;赵其华.温州地区台风引发地质灾害影响因子分析,灾害学,2014,29(2):72-76(CSCD收录;)
[51].陈继彬;赵其华;彭社琴;黎玺克.塑料排水板处理后软土地基临界高度研究,水文地质工程地质,2014,41(1):84-89(CSCD收录;)
[52].陈继彬;赵其华;彭社琴;廖景高.塑料排水板处理软基侧向变形规律及预测模型,工程地质学报,2014,22(2):218-225(CSCD收录;)
[53].陈佳;兰昌义;赵其华;张锋.岸坡岩体浅表生改造在地应力分带中的应用,地下空间与工程学报,2014,10(2):380-384(CSCD收录;)
[54].冯金良;赵振宏;赵翔;赵其华;彭社琴.成都粘土的成因、物源、时代及其古环境问题,山地学报,2014,32(5):513-525(CSCD收录;)
[55].Wan,Tao;Huang,Runqiu;Zhao,Qihua;Xiong,Lei;Luo,Lei;Tan,Xuemei;Cai,Guojun.Synthesisandswellingpropertiesofcornstalk-compositesuperabsorbent,JOURNALOFAPPLIEDPOLYMERSCIENCE,2013,130(1):698-703(SCI收录;EI收录;)
[56].Wan,Tao;Huang,Runqiu;Zhao,Qihua;Xiong,Lei;Qin,Lili;Tan,Xuemei;Cai,Guojun.Synthesisofwheatstrawcompositesuperabsorbent,JOURNALOFAPPLIEDPOLYMERSCIENCE,2013,130(5):3404-3410(SCI收录;EI收录;)
[57].孔维伟;赵其华;韩俊;王照财.台风滑坡变形破坏机制模型试验研究,工程地质学报,2013,21(2):297-303(CSCD收录;)
[58].王照财;赵其华;韩俊;孔维伟.台风作用下植被对斜坡稳定性影响的物理模拟,自然灾害学报,2013,22(4):145-152(CSCD收录;)
[59].魏斌斌;赵其华;韩刚;张海泉.基于灰色关联法的地震灾区泥石流危险性评价以北川县泥石流为例,工程地质学报,2013,21(4):525-533(CSCD收录;)
[60].韩刚;赵其华;彭社琴.不对称发育深卸荷地质力学模式,岩土工程学报,2013,35(11):2123-2130(CSCD收录;EI收录;)
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