黑料社

1、著作

[1]邓岳保主编.《高等土力学》,武汉：武汉理工大学出版社，2025年3月

2、期刊论文

Li X R, Deng Y B*, Zheng W, et al. Investigation of Implantable Capsule Grouting Technology and Its Bearing Characteristics in Soft Soil Areas[J]. Journal of Marine Science & Engineering, 2025, 13(7).

Li Y N, Zheng R, Deng Y B. Model tests on jacked pile penetration characteristics considering a Static Press-in piling machine[J]. Applied Sciences, 2024, 14(5): 1985.

Chen S J, Deng Y B*, Niu S, et al. Study on the Influence of Heat Exchange of Static Drill Rooted Energy Pile on the Consolidation of Coastal Soft Soil Site[J]. Energy Science & Engineering, 2025, 13(2): 598-610.

Yue-Bao Deng, Shu-Hao H, Wen-Xi Z, et al. Field test and numerical simulation of precast pile with drainage channels on the side[J]. Proceedings of the Institution of Civil Engineers-Ground Improvement, 2025, 178(3): 211-223.

Hu S H, Deng Y B*, Yu S, et al. Load-Bearing Performance of Precast Piles with Integrated Side Drainage Channels in Coastal Soft Soil[J]. Sustainability, 2025, 17(5): 2324.

Xin W, Yuebao Deng*, Shuhao H U, et al. STUDY ON DISTURBANCE OF SOIL SQUEEZING BY STATIC DRILLING GROUNDED PILE[J]. MECHANICS IN ENGINEERING, 2024, 46(6): 1221-1232.

[11]Changqing Xia; Yuebao Deng; Min Zhu; Liangke Zheng; Xiangsheng Chen ; Experimental and computational analysis of thermal consolidation of prefabricated vertical drains using solar energy, Journal of Cleaner Production, 2023, 387(2023)

[12]DENG Yue-bao, MAO Wei-yun, KONG Gang-qiang, HAN Yi-dong. Primary and secondary consolidation compression for saturated soil considering coupling effect of loading and heating [J]. Journal of Central South University, 2021, 28(8):2514-2526. (SCI 3区)

[13]Liu Quan, Deng Yue-bao*, Chen Fei. One-Dimensional Nonlinear Consolidation Theory of Soft Ground Coupling Temperature Effect. Proceedings of the Institution of Civil Engineers-Ground Improvement, 2019, V172, n3, pp.138-145.(EI)

[14]Lu, Mengmeng; Li, Dongxu; Jing, Hongwen;Deng, Yuebao. Analytical Solution for Consolidation of Band-Shaped Drain Based on an Equivalent Annular Drain[J]. International Journal of Geomechanics, v19, n6, June 1, 2019 (SCI, EI)

[15]Ren, L.W., Guo, W.D.and Deng, Yue-bao. Analysis of vertically loaded jet-grout-pile-strengthened piles of expanded cross-section. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2018, 171(3), pp.252-266. (SCI, EI)

[16]Liu Quan, Deng, Yue-bao*, Chen Fei and Tong, S.J. One Dimensional Consolidation Theory Considering the Strain Rate Effect. In Proceedings of the 2nd International Symposium on Asia Urban GeoEngineering. Springer, Singapore. 2018, pp. 63-76. (EI)

[17]Liu, Q., Deng, Yue-bao* and Wang, T.Y. One-dimensional nonlinear consolidation theory for soft ground considering secondary consolidation and the thermal effect. Computers and Geotechnics, 2018, 104, pp.22-28. (SCI, EI) 大类2区，小类1区，Top期刊

[18]Yue-Bao Deng, Gan-Bin Liu, Buddhima Indraratna, Cholachat Rujikiatkamjorn, Kang-he Xie, A model test and theoretical analysis for soft soil foundations improved by prefabricated vertical drains. International Journal of Geomechanics, 2017 DOI: 10.1061/(ASCE) GM. 1943- 5622.0000711. (SCI EI) 3区

[19]Deng, Yue-bao, Kan, M.E., Indraratna, B. and Zhong, R., 2017. Finite Element Analysis of Vacuum Consolidation With Modified Compressibility and Permeability Parameters. International Journal of Geosynthetics and Ground Engineering, 3(2), p.15. （EI）

[20]Yue-Bao Deng, Gan-bin Liu, Rong-yue Zheng, Kang-he Xie, Finite element analysis of Biot’s consolidation with a coupled non-linear flow model, Mathematical Problems in Engineering, 2016, Article ID 3047213, 13 pages. (SCI EI)

[21]Chao-Xuan Huang, Yue-Bao Deng, Fei Chen, Consolidation theory for prefabricated vertical drains with elliptic cylindrical assumption, Computers and Geotechnics, 2016, Vol.77: 156-166. (SCI, EI)

[22]Yue-Bao Deng, Ji-yong Huang, Fei Chen, Gan-Bin Liu, A new energy pile technology based on static drill rooted nodular pile[J]. Electronic Journal of Geotechnical Engineering, 2016, 21(10), 3711-3717. (EI)

[23]Yue-Bao Deng, Gan-Bin Liu, Meng-Meng Lu, Kang-he Xie, Consolidation behavior of soft deposits considering the variation of prefabricated vertical drain discharge capacity, Computers and Geotechnics, Volume 62, October 2014, Pages 310-316, ISSN 0266-352X, //dx.doi.org/10.1016/j.compgeo.2014.08.006. （SCI, EI）

[24]Xiao Guo, Kanghe Xie and Yue-Bao Deng, Consolidation by prefabricated vertical drains with a threshold gradient, Mathmatical Problems in Engineering, Volume 2014, Article ID 410390, 9 pages. //dx.doi.org/10.1155/2014/410390. （SCI, EI）

[25]Yue-Bao Deng, Kang-He Xie, Meng-Meng Lu, Consolidation by vertical drains when the discharge capacity varies with depth and time, Computers and Geotechnics, Volume 48, March 2013, Pages 1-8, ISSN 0266-352X, //dx.doi.org/10.1016/j.compgeo.2012.09.012. （SCI, EI）

[26]Yue-Bao Deng, Kang-He Xie, Meng-Meng Lu, Hai-Bing Tao, Gan-Bin Liu, Consolidation by prefabricated vertical drains considering the time dependent well resistance, Geotextiles and Geomembranes, Volume 36, February 2013, Pages 20-26, ISSN 0266-1144, //dx.doi.org/10.1016/j.geotexmem.2012.10.003. （SCI, EI）

[27]Kang-he Xie, Yue-bao Deng, Kun Wang, Da-zhong Huang, A 3D composite finite element used to model a vertical drain and its surrounding remoulded soil, Computers and Geotechnics, Volume 38, Issue 8, December 2011, Pages 1078-1088, ISSN 0266-352X, //dx.doi.org/10.1016/j.compgeo.2011.07.010. （SCI, EI）

[28]邓岳保,张晨豪,王忻等.植入式排水桩固结理论[J].岩土力学,2023,44(09):2639-2647. DOI:10.16285/j.rsm.2022.1538.

[29]俞杉,邓岳保*,郑文喜.静钻根植桩桩土界面抽排水模型试验及数值模拟研究[J].黑料社 学报(理工版),2025,38(04):11-18.DOI:10.20098/j.cnki.1001-5132.2024.0912.

[30]曹光形,邓岳保*,陈帅炯,等.考虑地下水影响的静钻根植能源桩模型试验[J].地下空间与工程学报,2025,21(01):150-158.DOI:10.20174/j.JUSE.2025.01.17.

[31]杨哲,任连伟,邓岳保,等.软土机械法联络通道衬砌受力与地表变形分析[J].地下空间与工程学报,2024,20(S2):971-980.DOI:10.20174/j.JUSE.2024.S2.54.

[32]许晓龙,邓岳保*,周靓凤,等.滨海软土固结渗透温度效应试验研究[J/OL].工程地质学报,1-8[2025-09-08].//doi.org/10.13544/j.cnki.jeg.2023-0452.

[33]汪枭雄,邓岳保*,王忻,等.滨海地区静钻根植桩侧摩阻力研究[J].四川建材,2024,50(09):75-77+100.

[34]吴浩,邓岳保,盛学庆.填方地基深层压实度的钎探检测方法研究[J].江苏建材,2024,(04):39-42+45.

[35]胡磊,邓岳保,吕城坚,等.同步同心旋喷式复合斜撑桩周边底板开裂原因初步分析及预防措施[J].建筑施工,2024,46(05):741-744.DOI:10.14144/j.cnki.jzsg.2024.05.026.

[36]王忻,邓岳保*,胡书豪,张晨豪,郑荣跃,张日红.静钻根植桩挤土扰动圆孔扩张理论研究 [J].力学与实践, 2024, 46 (06): 1221-1232.

[37]邓岳保,张晨豪,王忻,等.植入式排水桩固结理论[J].岩土力学,2023,44(09):2639-2647.

[38]张晨豪,邓岳保*,周靓凤.考虑井周水泥土渗透系数变化的竖井地基固结研究[J].黑料社 学报(理工版), 2023, 36 (06): 93-99.

[39]陈紫强,邓岳保*,孙嘉烽等.抽排水时间对静钻根植排水桩承载特性的影响[J].长江科学院院报,2023,40(03):112-116.

[40]孙嘉烽,邓岳保*,邵飞瑜等.静钻根植排水桩承载特性数值分析[J].黑料社 学报(理工版),2023,36(02):67-72.

[41]邓岳保,韩逸冬,郑良科等.太阳能热排水固结模型试验研究[J].防灾减灾工程学报,2022,42(05):905-912.DOI:10.13409/j.cnki.jdpme.20211120020.

[42]邓岳保,毛伟赟,俞磊等.考虑温度效应的软土固结蠕变耦合模型[J].工程力学,2022, 39(08):103-113.

[43]韩逸冬,邓岳保*,曹光形等.考虑循环变温的软土热固结模型[J].岩土力学,2022,43(10): 2768-2776.DOI:10.16285/j.rsm.2021.1073.

[44]邓岳保,张日红,孙嘉烽,陈紫强,陈克伟,严天龙.静钻根植排水桩技术及模型试验研究[J/].建筑结构学报2022-08:1-10. 权威期刊，EI

[45]郑良科,郑荣跃,邓岳保*等.太阳能加热排水固结法技术经济分析[J].施工技术(中英文),2022,51(03):59-63.

[46]曹光形,邓岳保*,俞磊等.考虑软土超固结的静钻根植能源桩模型试验[J].深圳大学学报(理工版),2022,39(01):93-100.

[47]曹光形,邓岳保*,李红军等.循环变温条件下滨海软土热固结特性测试研究[J].中国测试,2022,48(08):170-176.

[48]俞磊,邓岳保*,张付林.软土场地热固结对能源桩受力特性的影响研究[J].黑料社 学报(理工版),2021,34(06):85-90.

[49]邓岳保,王天园,毛伟赟,刘铨.真空预压联合加热技术模型试验及作用机理研究[J].应用基础与工程科学学报,2021,29(01):206-217.

[50]毛伟赟,邓岳保.考虑固结压力和加热温度影响的软土次固结系数[J].工程勘察, 2021, 49(02):19-24+73.

[51]郑良科,郑荣跃,邓岳保,王天园,毛伟赟.真空预压联合间歇式加热排水固结法加固软黏土模型试验研究[J]. 水道港口,2020,41(06):713-719.

[52]邓岳保*,毛伟赟,孔纲强,程冠初.考虑温度影响的饱和土有效应力原理[J].清华大学学报(自然科学版),2020,60(09):726-732. 权威期刊，EI

[53]王天园,邓岳保*,毛伟赟,刘铨.加热对软土地基真空预压排水固结的影响研究[J].水文地质工程地质,2020,47(01):62-68.

[54]刘铨,邓岳保*,毛伟赟,孔纲强.超固结比对黏土热固结特性的影响研究[J].防灾减灾工程学报,2019,39(04):607-614.

[55]邓岳保,王天园,孔纲强.考虑温度效应的饱和土地基固结理论[J].岩土工程学报,2019, 41(10): 1827-1835. 权威期刊，EI

[56]刘铨,邓岳保*,王天园,毛伟赟.考虑次固结的软土地基一维非线性固结理论[J].力学与实践,2019,41(02):178-183.

[57]邓岳保,陈菲,刘铨,刘干斌.软黏土速率势固结蠕变模型及其温度效应修正[J].黑料社 学报(理工版),2018,31(06):68-73.

[58]童森杰,邓岳保*,陈菲,刘干斌,鲍旭明.考虑温度效应的能源桩沉降特性研究[J].建筑结构,2018,48(21):119-123.

[59]邓岳保,陈菲,刘铨,王天园,刘干斌.温控软土地基模型试验装置研发及其应用[J].水道港口, 2018,39(02):223-229.

[60]邓岳保,陈菲,刘干斌,叶俊能.宁波土层的流变固结试验及流变模型参数研究[J].水文地质工程地质,2017,44(05):46-51.

[61]黄朝煊,邓岳保.考虑复杂荷载及井阻非线性时竖井地基固结解析解研究[J].水文地质工程地质,2017,44(01):57-63+77.

[62]黄朝煊,邓岳保,胡国杰.基于排水体椭圆柱假定的井阻非线性竖井地基固结理论[J].岩石力学与工程学报,2017,36(03):725-735.

[63]邓岳保,胡成宝,方梁正.植被对裂隙边坡稳定性影响分析[J].工程勘察,2015,43(05):6-10.

[64]郭霄,谢康和,吕文晓,邓岳保.井阻随深度和时间变化的竖井地基固结解析解[J].岩土工程学报,2015,37(06):996-1001.

[65]陶海冰,刘干斌,谢康和,邓岳保,尹铁锋.竖井地基热排水固结本构模型及试验验证[J].岩土工程学报,2015,37(06):1077-1085.

[66]邓岳保,谢康和,李菲菲,刘干斌. 基于GDS固结渗透试验参数的竖井地基固结非线性有限元分析[J]. 岩石力学与工程学报,2014,S2:4203-4210.

[67]邓岳保,刘干斌,陶海冰,谢康和. 竖井地基固结二维等效分析方法考评[J]. 岩土工程学报,2013,S2:601-606.

[68]陶海冰,谢康和,刘干斌,黄大中,邓岳保. 考虑温度耦合效应的竖井地基固结有限元分析[J]. 岩土力学,2013,S1:494-500.

[69]邓岳保,谢康和. 基于互补算法的结构性软基一维非线性固结解[J]. 工程力学, 2012,03: 163-169.

[70]邓岳保,谢康和,夏建中. 基于参变量变分原理的地基梁位移非线性分析[J]. 建筑结构学报,2012,04:142-149.

[71]邓岳保,谢康和,王坤. 散体桩复合地基固结有限元网格划分效应分析[J]. 湖南大学学报(自然科学版),2012,04:12-17.

[72]邓岳保,谢康和,李传勋. 考虑非达西渗流的比奥固结有限元分析[J]. 岩土工程学报,2012,11:2058-2065.

[73]邓岳保,谢康和. 互补算法在一维非线性固结求解中的应用[J]. 岩土力学,2011, 09:2656-2662.

[74]杨明辉,邓岳保,赵明华. 基于叠梁试验的土工格室垫层刚度确定方法研究[J]. 土木工程学报,2011,11:87-92.

[75]邓岳保,赵明华,杨明辉. 基于线性互补算法的叠梁接触规律研究[J]. 湖南大学学报(自然科学版),2010,10:1-6.

[76]赵明华,邓岳保*,杨明辉. 路堤荷载作用下碎石桩复合地基桩土应力比计算及试验研究[J]. 岩土力学,2009,09:2623-2628.

3、会议论文

[1]张崇,牛帅,姜鹏,董子博,邓岳保,郑荣跃,朱瑶宏．机械法联络通道T接隧道施工影响研究[C]//2023年全国工程建设行业施工技术交流会.2023

[2]Deng Yue-bao. Consolidation Theory Considering the Varied Well Resistance[R].3rd International Conference on Ground Improvement and Ground Control. Hangzhou, 2017. 邀请报告

[3]Liu Quan, Deng Yue-bao, Chen F, et al. One Dimensional Nonlinear Consolidation Theory for Soft Ground Coupling the Temperatuer Effect[R]. 3rd International Conference on Ground Improvement and Ground Control. Hangzhou, 2017.大会报告

[4]Liu Quan & Deng Yue-bao. One Dimensional Consolidation Theory Considering the Strain Rate Effect[R]. Proceedings of the 2nd International Symposium on Asia Urban Geo-Engineering. Springer Nature Singapore Pte Ltd. and Zhejiang University Press, 2018.大会报告

4、教研论文

ž 邓岳保,朱颖娜，郑荣跃，夏才初.数智技术赋能课程转型实践——以岩土力学与工程为例[J].河海大学学报（哲学社会科学版）,2025,Vol.27:149-155.

ž 邓岳保,朱颖娜.基于校企合作探究卓越工程师培养路径——以黑料社 土木工程专业为例[J].教育教学论坛,2024,(34):173-176.

ž 邓岳保，陈冠年，章子华. 土木工程学科助力现代化滨海大都市建设，宁波日报，2024.

[3]黄强,邓岳保,张周琛.校企合作下本科毕业设计质量提升探索研究——以土木工程专业为例[J].科技风,2022(21):138-140.

[4]邓岳保,郑荣跃.土木与机械交叉融合的复合型人才培养模式探索[J].科教发展评论, 2021(1): 29-37.

[5]邓岳保，黄强，陈冠年，郑荣跃。新型土工试验装置及实验内容开发. 西北大学学报（自然科学版），2021，51（增刊）：173-177.

[6]邓岳保. 土木工程专业综合实验实践课程探索与实践[J]. 当代教育实践与教学研究（电子刊）[J], 2021(1):179-180.

[7]邓岳保，郑荣跃. “致良知”思想与工科专业课程思政的结合探索——以土力学为例，阳明教育联盟第三届联盟大会暨第二届联盟教育论坛，2021年. 【三等奖】

[8]邓岳保，章子华，贺智敏。土力学课程思政探索与实践。第七届全国高校土木工程专业实践教学研讨会，山东济南，2021-08.

[9]邓岳保，章子华，郑荣跃，刘干斌. 面向土木工程专业认证的课程目标撰写探讨[C]. 土木工程专业评估（认证）论文集. 土木工程专业评估认证论文集. 2018.06

[10]郑荣跃，章子华，邓岳保. 面向土木工程专业认证的课程目标撰写探讨[C]. 土木工程专业评估（认证）论文集. 土木工程专业评估认证论文集. 2018.06

[11]邓岳保，章子华，郑荣跃. 面向土木工程复杂问题的实验实践教学平台建设[J]. 高等工程教育. 2018.11

[12]邓岳保，刘干斌，郑荣跃. 岩土与地下结构工程虚拟仿真教学平台开发[J]. 华中科技大学学报（社会科学版）,增刊,第四届全国土力学教学研讨会, 2014.10