(1)专著和教材 [1] 叶帅华.黄土地区框架预应力锚杆支护边坡地震作用分析及工程应用[M].北京:中国建筑工业出版社, 2018. [2] 叶帅华.结构力学习题解析与复习指南[M].北京:中国建筑工业出版社, 2020. [3] 马桂军,赵志峰,叶帅华.地下工程概论[M].北京:人民交通出版社, 2016. (2)技术标准: [1] 叶帅华,等.甘肃省工程建设标准:《城市轨道交通结构安全保护技术标准》.(DB62/T 3188-2020).北京:中国建筑工业出版社, 2020。(主编,排名第1) [2] 叶帅华,等.甘肃省工程建设标准:《建筑边坡支护结构及防排水构造》.(DBJT25-164-2018).北京:中国建筑工业出版社, 2018。(主编,排名第1) [3] 叶帅华,等.甘肃省工程建设标准:《深基坑支护结构及降水构造》(DBJT25-165-2018).北京:中国建筑工业出版社, 2018。(主编,排名第1) [4] 甘肃省工程建设标准:《建筑地基基础检测技术规程》.甘肃省住房和城乡建设厅,甘肃省工程建设标准管理办公室,2018。(主编,排名第1) [5] 甘肃省工程建设标准:《基坑工程可回收锚杆(索)技术标准》.甘肃省住房和城乡建设厅,甘肃省工程建设标准管理办公室,2020。(主编,排名第1) [6] 中国工程建设标准化协会标准:《可回收锚杆应用技术规程》 (T/CECS 999-2022). 北京:中国建筑工业出版社, 2022。(参编) (3)近三年代表性论文: [1] ShuaiHua Ye*, GuangWen Fang, Yanpeng Zhu. Model Establishment and Response Analysis of Slope Reinforced by Frame with Prestressed Anchors under Seismic Considering the Prestress [J]. Soil Dynamics and Earthquake Engineering, 2019, 122, 228-234. (SCI:000469891200016) [2] ShuaiHua Ye*, GuangWen Fang, XiaoRui Ma. Reliability Analysis of Grillage Flexible Slope Supporting Structure with Anchors Considering Fuzzy Transitional Interval and Fuzzy Randomness of Soil Parameters [J]. ARABIAN JOURNAL FOR SCIENCE AND ENGINEERING, 2019, 44(6): 8849-8857. (SCI:000486026700049) [3] Shuaihua Ye*, Zhuangfu Zhao. Seismic response of pre-stressed anchors with frame structure[J]. Mathematical Problems in Engineering, 2020, 1-15. (SCI, 000522078100001) [4] ShuaihuaYe*, Anping Huang. Sensitivity analysis of factors affecting stability of cut and fill multistage slope based on improved grey incidence model[J]. Soil Mechanics and Foundation Engineering, 2020,57(1):8-17 (SCI, 000527472900010) [5] Shuai-hua Ye*, Zhuang-fu Zhao. Allowable Displacement of Slope Supported By Frame Structure With Anchors Under Earthquake[J]. International Journal of Geomechanics, 20(10): 04020188 (2020). [6] Anping Huang, Shuaihua Ye*. Sensitivity of high fill slope stability factors under seismic conditions [J]. Soil Mechanics and Foundation Engineering, 2020,57(5):356-363. (SCI:000591229000001) [7] Shuaihua Ye*, Zhuangfu Zhao, Denqun Wang. Deformation analysis and safety assessment of existing metro tunnels affected by excavation of a foundation pit[J]. Underground Space,2021,6(4):421-431. (SCI:000675208000006) [8] Zhuangfu Zhao, Shuaihua Ye*, Yanpeng Zhu, Hui Tao, Changliu Chen. Scale model test study on negative skin friction of piles considering the collapsibility of loess[J]. Acta Geotechnica, 2021. 06. 12. [9] Shuaihua Ye, Zhuangfu Zhao*, Yanpeng Zhu. Study on negative friction of pile foundation in single homogeneous soil layer in collapsible loess area of Northwest China[J]. Arabian Journal of Geosciences, (2021) 14:1137.(SCI:0006775562000235). [10] Ye Shuaihua*, Zhou, Jian. Study on stress and deformation of shield tunnel plate under unloading of foundation pit excavation. Arabian Journal of Geosciences 14, 2490 (2021). [11] Shuaihua Ye, Jiexi Chen. Reliability analysis of slope reinforced by frame anchors considering multi-anchor failure[J]. Arabian Journal of Geosciences, 2021, 15(1).(SCI:000734032200002) [12] Shuai-hua Ye*, Zhuang-fu Zhao, Yan-peng Zhu. Dynamic Response Analysis Of Loess Slope Reinforced By Frame Anchors Based On Numerical Simulation And Shaking Table Test[J]. Journal of GeoEngineering, 2020, 15(2):89-101. (EI, 20203008960294) [13] 章瑞环,叶帅华*,陶晖.基于改进极限平衡法的多级均质黄土边坡稳定性分析[J].岩土力学, 2021, 42(03): 813-825. (EI,20211510213299) [14] 叶帅华*,赵壮福,朱彦鹏.框架锚杆支护黄土边坡大型振动台模型试验研究[J].岩土力学, 2019, 40(11): 4240-4248. (EI:20195107869536) [15] 叶帅华,李德鹏.复杂环境下深大基坑开挖监测与数值模拟分析[J].土木工程学报, 2019, 52(S2): 117-126.(EI:20202508844865) [16] 叶帅华*,房光文,陈长流,张文莉.一种新型框架预应力锚托板加固技术在高填方边坡工程中的应用及数值与监测分析[J].岩土工程学报, 2018, 40(S1): 57-64.(EI:20190306385402) [17] 叶帅华*,时轶磊,龚晓南,陈长流.框架预应力锚杆加固多级高边坡地震响应数值分析[J].岩土工程学报, 2018, 40(S1): 153-158.(EI:20190306385417) [18] 叶帅华*,丁盛环,龚晓南,高升,陈长流.兰州某地铁车站深基坑监测与数值模拟分析[J].岩土工程学报,2018, 40(S1): 177-182.(EI:20190306385421) (4)授权专利 [1] 叶帅华,朱彦鹏,周勇,李元勋,陈长流,朱胜祥.可回收带纵肋月牙肋钢筋锚杆及其回收方法, 2017.01,中国,专利授权号:ZL 201510030495.7,发明专利. [2] 叶帅华,樊黎明,叶炜钠.一种部分装配式桩托扶壁式挡土墙,2020.11,专利授权号:201910334091.5,发明专利. [3] 叶帅华;冯文刚;赵壮福.一种装配式扶壁挡土墙,2021.01,中国,专利授权号:201910334077.5,发明专利. [4] 叶帅华;黄安平;赵壮福;叶炜钠.一种不带挡土板的框架锚杆装配式支护结构及施工方法,2021.02,中国,专利授权号:201810668184.7,发明专利. [5] 叶帅华;王颖;赵壮福.一种多级串联装配式可回收微型钢管桩及其施工方法,2021.04,中国,专利授权号:201910334055.9,发明专利 [6] 叶帅华,叶炜钠,丁盛环,时轶磊,房光文,陶钧.可调钢筋直径手动板牙架及使用方法,2019.01,中国,专利授权号:ZL 201710019642.X,发明专利. [7] 叶帅华,朱彦鹏,周勇,李元勋,陈长流,朱胜祥.可回收带纵肋月牙肋钢筋锚杆,2015.07,中国,专利授权号:ZL 2015200418027,实用新型专利. [8] 叶帅华,丁盛环,叶炜钠,陶钧,时轶磊,房光文.月牙肋钢筋连接器,2017.10,中国,专利授权号:ZL 2017200310083,实用新型专利. [9] 叶帅华,丁盛环,叶炜钠,陶钧,房光文,时轶磊.月牙肋钢筋锚杆锁具,2017.08,中国,专利授权号:ZL 201720031009.8,实用新型专利. [10] 叶帅华,叶炜钠,丁盛环,时轶磊,房光文,陶钧.可调钢筋直径手动板牙架,2017.08,中国,专利授权号:ZL 201720030983.2,实用新型专利. [11] 叶帅华,叶炜钠,丁盛环,时轶磊,房光文,陶钧.不可调钢筋直径理心手动板牙架,2017.08,中国,专利授权号:ZL 201720030954.6,实用新型专利. [12] 叶帅华,房光文,时轶磊,丁盛环,叶炜钠.可拆卸悬臂式挡土墙,2017.10,中国,专利授权号:ZL 2017200309531,实用新型专利. [13] 叶帅华;时轶磊;叶炜钠;房光文;丁盛环.加壁柱与锚杆的悬臂式挡土墙,2018.07,中国,专利授权号:ZL 201721466225.1,实用新型专利. [14] 叶帅华;时轶磊;叶炜钠;丁盛环;房光文.用于振动台试验的可拆卸实验装置,2018.07,中国,专利授权号:ZL 201721466224.7,实用新型专利. [15] 叶帅华;赵壮福;黄安平;樊黎明;张玉巧;李德鹏.用于岩土模型试验的可视化组合式模型箱,2018.06,中国,专利授权号:ZL 201721766915.9,实用新型专利. [16] 叶帅华;赵壮福;樊黎明;张玉巧;李德鹏;黄安平.岩土模型试验用装配式钢构件模型箱,2018.08,中国,专利授权号:ZL 201721767724.4,实用新型专利. [17] 叶帅华;叶炜钠;周勇.手持式砂浆抹墙机,2018.07,中国,专利授权号:201721763679.5,实用新型专利. [18] 叶帅华;叶炜钠.一代手动式可回收锚索,2019.05,中国,专利申请号:201821565068.4,实用新型专利. [19] 叶帅华;叶炜钠.二代手动式可回收钢筋锚杆,2019.05,中国,专利申请号:201821561148.2,实用新型专利. [20] 叶帅华;叶炜钠.一种可回收钢筋锚杆,2019.08,中国,专利授权号:201822057169.7,实用新型专利. [21] 叶帅华;张旭;赵壮福;黄安平;樊黎明;叶炜钠.一种强效防侧滑可拆卸悬臂式挡土墙,2019.12,中国,专利授权号:201920317336.9,实用新型专利. [22] 叶帅华;吴强;赵壮福;王颖;叶炜钠.一种手动机械式可回收锚杆,2020.02,中国,专利授权号:201920255008.0,实用新型专利. [23] 叶帅华,吴映坤,叶炜钠.第一代挤压锚式可回收锚索,2020.10,专利授权号:202020038493.9,实用新型专利. [24] 叶帅华,吴映坤,叶炜钠.第二代挤压锚式可回收锚索,2020.10,专利授权号:202020038504.3,实用新型专利. |