英文期刊
[1] Zhang G, Luo X, Li S, Deng L, Liu Y, Wang Z, Li Z, Li M, Xu C. Interface characterization of ground anchors embedded in soybean urease-induced carbonate precipitation-stabilized soils[J]. Acta Geotechnica, 2026: 1-18.(中科院1区)(PDF)
[2] Zhang G, Chen L, Liu M*, Morsy M, Ding H, He R, Luo X, Sun J, Wang Y. Shear property improvement of U-type steel wire mesh reinforced 3D printed composites. Journal of Building Design and Environment, 2025, 3: 202567. (PDF)
[3] Zhu S, Zhang Z, Chen C, Zhang G, Huang M. A novel adhesion–friction-based interface model and its application in generalized load-transfer theoretical analysis for tension–compression composite anchor[J]. Acta Geotechnica, 2025: 1-25.(中科院1区)(PDF)
[4] Zhang G, Xu C, Wang Y, Sun J, Ding H, Zhu S, Zou Z, Al azzani H, Li Z, Li D, Wang X. Experimental and data-driven prediction for the impact of free/bond lengths of element specimen on interface characterization of ground anchors. Ocean Engineering, 2024, 309:118468.(中科院2区)(PDF)
[5] Zhang G, Xu C, Wang D, Wang Y, Sun J, Zhu S, Morsy M, Liu Z, Wang X. Machine learning-based modeling of interface creep behavior of grouted soil anchors with varying soil moistures. Transportation Geotechnics, 2024, 48: 101299.(中科院2区)(PDF)
[6] Zhu S*, Chen C, Zhang G, Wang M, Zhang Z. A theoretical model for the load-transfer analyses of load distributive compression anchor integrating DSC-based interface nonlinear model. Construction and Building Materials, 2024, 449: 138250.(中科院1区)(PDF)
[7] Long Q, Zhao Y*, Zhang B*, Yang H, Luo Z, Li Z, Zhang G, Liu K. Interfacial behavior of slag-fly ash-red mud based geopolymer mortar with OPC concrete substrate: mechanical properties and microstructure. Buildings, 2024, 14, 652. (中科院3区)(PDF)
[8] Yi X, Wang G, Zhang B*, Zhang G*, Liu Y, Luo Z. Durability deterioration of geopolymer stabilized soft soil under sodium sulfate and magnesium sulfate attack: a comparative study. Buildings, 2023, 13, 1075. (中科院3区)(PDF)
[9] Lin S*, Chou N, Bao D, Zhang G, Xiong C, Fang J, Xie Y. Design and fabrication of artificial brain coral: evolution principle, turbulent hydrodynamics and matter interchange. Computers and Structures, 2023, 276: 106955. (中科院2区)(PDF)
[10] Chen C, Zhu S, Zhang G*, Morsy A, Zornberg J, Mao F. A generalized load-transfer modelling framework for tensioned anchors integrating adhesion-friction-based interface model. International Journal of Geomechanics, 2022, 22(5): 04022036. (中科院3区)(PDF)
[11] Zhang G, Zhu J*, Chen C, Tang R, Zhu S, Luo X. Analytical reliability evaluation framework of three-dimensional engineering slopes. Buildings, 2022, 12(3), 268. (中科院3区) (PDF)
[12] Zhang G, Ding Z, Wang Y, Chen C, Fu G, Luo X, Zhang C, Wang X. Combined utilization of construction and demolition waste and propylene fiber in cement stabilized soil. Buildings, 2022, 12(3), 350. (中科院3区)(PDF)
[13] Chen C, Zhu S, Zhang G*, Morsy A, Zornberg J. Interface creep behavior of tensioned glass fiber-reinforced polymer (GFRP) tendons embedded in cemented soils. Geosynthetics International, 2022, 29(3): 241–253. (中科院1区)(PDF)
[14] Zhang G, Ding Z, Wang Y*, Chen C, Fu G, Xie C, Zhang Y, Zhang C, Wang X*. Performance prediction of cement stabilized soil incorporating construction and demolition waste and propylene fiber. Materials, 2022, 15(12), 4250. (中科院3区)（PDF)
[15] Zhang G, Chen C, Sun J*, Li K, Xiao F, Wang Y, Chen M, Huang J, Wang X. Mixture optimization for cement-soil mixtures with embedded GFRP tendons. Journal of Materials Research and Technology, 2022, 18: 611-628. (中科院1区)(PDF)
[16] Zhang G, Chen C, Li K, Xiao F, Sun J*, Wang Y, Wang X. Multi-objective optimization design for GFRP tendon reinforced cemented soil. Construction and Building Materials, 2022, 320:126297. (中科院1区, ESI高被引论文) (PDF)
[17] Zhang G, Sun J*, Chen C, Wang Y, Wang X. Optimized neural network prediction of interface bond strength for GFRP reinforced cemented soil. Geomechanics and Engineering, 2022, 28 (6): 599-611. (中科院3区) (PDF)
[18] Zhang G, Wang J, Sun J*, Tang Y, Chen C, Morsy A M, Wang X. Properties of sustainable self-compacting concrete containing activated jute fiber and waste mineral powders. Journal of Materials Research and Technology, 2022, 19: 1740-1758. (中科院1区) (PDF)
[19] Zhu S, Chen C*, Zhang G, Du C. Theoretical and experimental investigations of anchoring force loss behavior for prestressed ground anchors. Canadian Geotechnical Journal, 2022, 59: 1587–1601.(中科院2区)(PDF)
[20] Lin S, Zhang G*, Sun J, He S, Chen C, Morsy A, Wang X. Acoustic performance optimization of a cementitious composite with a porous medium. Journal of Building Engineering, 2021, 44: 103362. (中科院3区)(PDF)
[21] Sun J, Lin S, Zhang G*, Sun Y, Zhang J, Morsy A. The effect of graphite and slag on electrical and mechanical properties of electrically conductive cementitious composites. Construction and Building Materials, 2021, 281: 122606. (中科院2区, ESI高被引论文)(PDF)
[22] Chen C, Mao F, Zhang G*, Huang J, Zornberg J, Chen J. Settlement-based cost optimization of geogrid-reinforced pile-supported foundation. Geosynthetics International, 2021, 28(5): 541–557 (中科院3区)(PDF)
[23] Chen C, Zhu S*, Zhang G, Mao F, Cai H. Time-dependent load transfer behavior of grouted anchors in laterite. Computers and Geotechnics, 2021, 132, 103969. (中科院2区)（PDF）
[24] Sun J, Wang X*, Zhang J, Fan X, Sun Y, Ren Z, Zhang G, Liu S, Wang Y*. Multi-objective optimization of a graphite-slag conductive composite applying a BAS-SVR based model. Journal of Building Engineering, 2021, 44: 103223. (中科院3区)(PDF)
[25] Zhang G, Chen C*, Zornberg J, Morsy A, Mao F. Interface creep behavior of grouted anchor in clayey soils: effect of soil moisture condition. Acta Geotechnica, 2020, 15: 2159–2177 (中科院2区)(PDF)
[26] Chen C, Zhang G*, Zornberg J, Huang J. Interface bond behavior of tensioned glass fiber reinforced polymer (GFRP) tendon embedded in cemented soils. Construction and Building Materials, 2020, 263: 120132. (中科院2区)(PDF)
[27] Chen C, Zhang G, Zornberg J*, Zheng X. Element nail pullout tests for prediction of soil nail pullout resistance in expansive clays. Geotechnical Testing Journal, 2019, 42(5), 1274-1297 (中科院4区)(PDF)
[28] Chen C, Zhang G*, Zornberg J, Morsy A, Zhu S, Zhao H. Interface behavior of tensioned bars embedded in cement-soil mixtures. Construction and Building Materials, 2018, 186: 840-853. (中科院2区)(PDF)
[29] Long J, Zhao M*, Zhang L, Zhang G. Pile-soil stress ratio of pile-supported and geogird-reinforced composite foundation. Journal of Highway and Transportation Research and Development, 2012, 6(2): 18-23. (EI) (PDF)
[30] Chen C, Xiao Z, Zhang G*. Stability assessment model for epimetamorphic rock slopes based on Adaptive Neuro-Fuzzy Inference System. Electronic Journal of Geotechnical Engineering, 2011, 16(bund A): 93-106. (EI)(PDF)
[31] Chen C*, Xiao Z, Zhang G. Time-variant reliability analysis of three-dimensional slopes based on support vector machine method. Journal of Central South University of Technology, 2011, 18(6): 2108-2114. (SCI) (PDF)
中文期刊
[1] 张根宝*, 陈令可, 徐长节, 孙浚博, 陈昌富. 3D打印对混凝土地基土界面特性影响的统计分析[J/OL].地下空间与工程学报,1-15[2026-03-28].(CSCD)(PDF)
[2] 陈昌富, 田涛, 付宏松, 陈彬枫, 陈孝奇, 张根宝. 循环荷载下可回收锚杆承载性能退化特性试验与理论研究.湖南大学学报(自然科学版), 2026, 53(1): 20-30.(PDF)
[3] 张根宝*, 汪荟荃, 付贵海, 胡阿香. 岩土工程课程数字化实景教学的路径探索. 教育学刊, 2026, 4(1): 161-165. (PDF)
[4] 张根宝*, 徐长节, 邓籣庭, 成稳林, 钟俊麟, 熊紫依, 金文英,邓宗伟. 铁尾矿砂替代率对水泥土热力性能的影响研究. 应用基础和工程科学学报, 2024, 32(6): 1569-1581. (EI)(PDF)
[5] 陈昌富, 吕晨阳, 蔡焕, 张根宝. 不同应力养护条件对水泥土力学性能影响试验研究. 铁道科学与工程学报, 2024, 21(2): 637-647. (EI)(PDF）
[6] 付贵海,阳标*, 张根宝,郭尤林.湖相软土单轴蠕变特性及其模型研究.湖南城市学院学报, 2023, 32(3): 1-7.(PDF)
[7] 张根宝, 张超*, 白允,杨楚卿. 空隙岩石非线性变形细观唯象分析及本构模型. 公路交通科技，2023,40(2): 135-144. (CSCD)(PDF)
[8] 张根宝*, 何仕林, 陈昌富*, 徐长节, 毛凤山. 基于离散元的GFRP筋-水泥土界面粘结特性分析. 工程地质学报, 2023, 31(6): 2115-2124. (CSCD)(PDF)
[9] 张根宝*, 王春晓, 李卉, 汪荟荃. 基于学生导航视角的岩土工程课程思政的需求侧诠释. 科教文汇, 2023, 22: 139-141.(PDF)
[10] 张根宝*,陈昌富,徐长节,朱世民,陈海军.基于双界面滑移耦合的水泥土锚杆荷载传递模型. 土木与环境工程学报, 2023, 45(1): 79-88. (CSCD)(PDF)
[11] 张根宝*,谢晨风, 张昱, 黄道吉. 交通荷载和锚杆相对位置变化对锚固边坡动力承载特性影响研究. 湖南城市学院学报, 2022, 31(6): 1-8.(PDF）
[12] 孙智文, 孔纲强, 付贵海, 王文明, 胡达, 张根宝. 既有基础螺旋桩顶升纠偏机理透明土试验. 铁道科学与工程学报, 2022, 19(8): 2259-2267. (EI)(PDF)
[13] 刘国军, 洪亮, 张根宝, 胡达. “岩融于水” —— 岩体力学课程思政教学改革与实践. 学子, 2022, 3: 1-5.(PDF)
[14] 陈昌富*, 杜成, 朱世民, 何仕林, 张根宝. 红黏土土层锚杆界面剪切应力松弛试验及其模型. 岩土力学, 2021, 5: 1201-1209.(EI)(PDF)
[15] 陈昌富*, 朱世民, 毛凤山, 张根宝. 红黏土固结-蠕变特性及蠕变耦合模型. 工程地质学报, 2019，27(4):723-728. (EI)(PDF)
[16] 陈昌富, 黄佳彬, 张根宝*, 朱世民. 水泥土中GFRP筋的界面粘结特性试验研究. 天津大学学报(自然科学与工程技术版), 2019，52: 120-127 (EI)(PDF)
[17] 陈昌富*, 梁晓腾, 张根宝. 考虑土体变形与界面剪切耦合作用锚杆拉拔响应. 科学技术与工程,2018，18(23): 276-280. (CSCD)(PDF)
[18] 陈昌富*, 刘俊斌, 徐优林, 张根宝.锚-土界面剪切蠕变试验及其经验模型研究. 岩土工程学报,2016，38(10): 1762-1768.(EI)(PDF)
[19] 陈昌富*, 杜翠翠, 张根宝. 基于双参数法刚性抗滑桩嵌固深度可靠性设计. 湖南大学学报(自然科学版), 2014, 41(2): 40-46.(EI)(PDF)
国家专利
[1] 一种锚或桩与土的界面摩阻性能试验系统及试验方法. 发明专利, 中国, 专利号ZL201410176877.6.(PDF)
[2] 一种用于锚或桩与土界面摩阻试验性能的试样制作装置及方法. 发明专利, 中国, 专利号ZL201410176977.9.(PDF)
[3] 处治岸边软土路基的锚拉式桩承加筋土挡墙路堤. 发明专利, 中国, 专利号ZL201710072759.4.(PDF)
[4] 模拟地压作用下岩土与锚固体粘结性能的测试方法及系统. 发明专利, 中国, 专利号ZL201811462789.7.(PDF)
[5] 一种桩或锚与岩土体界面多工况扭剪特性测试装置及方法. 发明专利，中国，专利号ZL 201811578677 .8.(PDF)
[6] 一种地下室土方开挖斜撑支挡结构. 实用新型专利, 中国, 专利号ZL202123221023.X.(PDF)
[7] 一种隧道开挖室内模型系统及其使用方法. 发明专利, 中国, 专利号ZL202411869209.1 .(PDF)
软件著作权
[1] 基于人工智能的边坡监测物联网系统平台软件V1.0. 软件著作权，中国，登记号2021SR0348250.(PDF)
[2] 基于深度学习的基坑监测物联网系统平台软件V1.0. 软件著作权，中国，登记号2021SR0348252.(PDF)
[3] 基于大数据的高层建筑监测物联网系统平台软件V1.0. 软件著作权，中国，登记号2021SR0348284.(PDF)
[4] 锚桩与岩土体界面长-短期剪切模型的有限元二次开发子程序软件V1.0. 软件著作权，中国，登记号2025SR0294524.(PDF)
[5] 基于单元体拉拔试验锚固界面力学参数辨识的锚杆传荷特性分析系统V1.0. 软件著作权，中国，登记号2025SR0244048.(PDF)
工法
[1] 边坡锚索浅层地热能利用施工工法. 2025年度电力建设二等工法, 中国电力建设企业协会, 证书编号DJGF-E-206-2025.(PDF)
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