代表性論著 (1) Chen Y*, Xu C, Liu H等. Physical modeling of lateral spreading induced by inclined sandy foundation in the state of zero effective stress[J]. Soil Dynamics and Earthquake Engineering, 2015, 76: 80-85.(SCI,EI) (2) Chen Y*, Liu H, Wu H. Laboratory study on flow characteristics of liquefied and post-liquefied sand[J]. European Journal of Environmental and Civil Engineering, 2013, 17(S1): 23-32. (SCI,EI) (3) Chen Y, ZHANG Zhi-chao, LIU Han-long*. Study of the seismic performance of Hybrid A-Frame Micropile/MSE (ilized Earth) Wall[J]. Earthquake Engineering and Engineering Vibration. 2017(SCI,EI) (4) Zhang, Xinlei, Yumin Chen*, Hanlong Liu, Zhe Zhang, and Xuanchen Ding. 2020. Performance Evaluation of a MICP-Treated Calcareous Sandy Foundation Using Shake Table Tests. Soil Dynamics and Earthquake Engineering 129: 105959. (SCI,EI) (5) Zhe Zhang, Yumin Chen*, Hanlong Liu, Yunfeng Zhou, and Xiaozhi Zhou. 2020. Resistivity Characteristics during Horizontal-Layered Electrolysis Desaturation of Calcareous Sand. Engineering Geology 279 (October): 105899. (SCI,EI) (6) Zhou, X., A.W. Stuedlein, Y. Chen*, Z. Zhang, and H. Liu. 2020. Cyclic Response of Loose Anisotropically Consolidated Calcareous Sand under Progressive Wave-Induced Elliptical Stress Paths. Journal of Geotechnical and Geoenvironmental Engineering 146 (12).(SCI,EI) (7) Xiaozhi Zhou, Yumin Chen*, Hanlong Liu, and Xinlei Zhang. 2020. Experimental Study on the Cyclic Behavior of Loose Calcareous Sand under Linear Stress Paths. Marine Georesources and Geotechnology 38 (3): 277–90.(SCI,EI) (8) Li, Wenwen, Armin W. Stuedlein, Y. Chen*, Hanlong Liu, and Zhao Cheng. 2019. Response of Pile Groups with X and Circular Cross-Sections Subject to Lateral Spreading: 3D Numerical Simulations. Soil Dynamics and Earthquake Engineering 126 (July): 105774. (9) Wang W, Chen Y*, Liu H等. Experimental investigation of dynamic porewater pressure response induced by single shallow-buried detonations in saturated sand[J]. Geotechnique Letters, 2015, 5: 142-146. (SCI,EI) (10) Zhi-chao Zhang*, Yu-min Chen, Han-long Liu. Numerical investigation on the impact resistance of road barriers of Micropile-MSE Wall for subgrade[J]. Computers Geotechnics. 2017, 82: 249-265. (SCI,EI) (11) Xiao Y, Liu H, Chen Y* 等. Influence of Intermediate Principal Stress on the Strength and Dilatancy Behavior of Rockfill Material[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(11): 4014064. (SCI,EI) (12) Xiao Y, Liu H, Chen Y* 等. Bounding Surface Plasticity Model Incorporating the State Pressure Index for Rockfill Materials[J]. Journal of Engineering Mechanics, Elsevier Ltd, 2014, 140(11): 4014087. (SCI,EI) (13) Xiao Y, Liu H, Chen Y* 等. Strength and Dilatancy of Silty Sand[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(7): 6014007. (SCI,EI) (14) Xiao Y, Liu H, Chen Y* 等. Strength and Deformation of Rockfill Material Based on Large-Scale Triaxial Compression Tests. I: Influences of Density and Pressure[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(12): 4014070. (SCI,EI) (15) Xiao Y, Liu H, Chen Y* 等. Strength and Deformation of Rock fill Material Based on Large-Scale Triaxial Compression Tests . II: Influence of Particle Breakage[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014, 140(12): 4014071. (SCI,EI) (16)陳育民,陳潤澤,霍正格.飽和懸浮塑料砂流動變形可視環剪試驗研究[J].巖土力學,2019,40(10):3709-3716.(EI) (17)陳育民,何森凱,方志,江強.電解減飽和法處理可液化地基的現場試驗研究[J].巖土工程學報,2017,39(05):832-838.(EI) (18)陳育民,周曉智,徐君.土工格柵控制液化土體流動變形的試驗研究[J].巖土工程學報,2017,39(10):1922-1929.(EI) (19)陳育民,王睿,張艷萍.飽和懸浮塑料砂流動特性的試驗研究[J].巖土力學,2017,38(01):67-74.(EI) (20)陳育民,張意江,王維國,陳晨偉.爆炸液化場地中淺埋鋼筋混凝土結構動力響應的現場試驗研究[J].巖土力學,2016,37(12):3506-3512+3519.(EI) (21)陳育民,劉漢龍,陳晨偉,楊貴,王維國.爆炸液化場地上堤壩變形的模型試驗研究[J].巖土工程學報,2017,39(11):2009-2016.(EI) (22)陳育民,何森凱,吳海清,徐君.電解減飽和法處理可液化地基的振動臺試驗研究[J].巖土工程學報,2016,38(04):726-733.(EI) (23)陳育民,高星,劉漢龍.砂土液化流動變形的簡化方法[J].巖土力學,2013,34(06): 1567-1573.(EI) (24)陳育民,仉文崗,劉漢龍.堤防地震液化數值模擬及動力反應分析[J].解放軍理工大學學報(自然科學版),2011,12(03):239-244.(EI) (25)陳育民,劉漢龍,趙楠.抗液化剛性排水樁振動臺試驗的數值模擬研究[J].土木工程學報,2010,43(12):114-119.(EI) (26)陳育民,劉漢龍,邵國建,趙楠.砂土液化及液化后流動特性試驗研究[J].巖土工程學報,2009,31(09):1408-1413.(EI) (27)陳育民,劉漢龍.鄧肯-張本構模型在FLAC~(3D)中的開發與實現[J].巖土力學,2007(10):2123-2126.(EI) (28)陳育民,劉漢龍,周云東.液化及液化后砂土的流動特性分析[J].巖土工程學報,2006(09):1139-1143.(EI)
發明專利 (1)陳育民,李文聞,江強等.一種現澆定向鋼纖維混凝土大直徑管樁樁模及其施工方法.專利號:ZL 201510022254.8. (2)陳育民,李平,李聞文等.一種地基飽和度現場測試裝置和方法.專利號:ZL 201510191058.3. (3)陳育民,周葛,丁選明等.一種測試液化砂土流動特性的試驗裝置和測試方法.專利號:ZL 201110441097.6. (4)陳育民,丁選明等.一種液化砂土表觀粘度測量裝置和方法.專利號:ZL 2010 10017936.7. (5)陳育民,盧懿,劉漢龍等.可控流速的自動排水抗液化剛性樁.專利號:ZL2019 11299915.6. (6)陳潤澤,陳育民,等.一種定向鋼纖維混凝土方形井蓋模具及制作方法.專利號:ZL 2018 11099098.5. (7)李文聞,陳育民,丁選明等.一種現澆X形大直徑空心定向鋼纖維混凝土樁的樁模及施工方法.專利號:ZL 201510226120.8. (8)周葛,陳育民,等.一種模擬液化后顆粒運動特性的試驗裝置和方法.專利號:ZL 201210191476.9. 軟件著作權 (1)基于FLAC3D程序的PL-Finn模型軟件V1.0:中國, 2012SR053791[P]. (2)基于FLAC3D程序的Duncan-Chang本構模型軟件V1.0:中國, 2012SR053811[P]. (3)基于FLAC3D程序的Liquefy本構模型軟件V1.0:中國, 2012SR053809[P]. (4)基于FLAC3D程序的沈珠江雙屈服面模型軟件V1.0:中國, 2012SR053890[P]. (5)基于FLAC3D程序的堆石料三維邊界面模型軟件V1.0:中國, 2013SR132856[P]. 參編標準規程 (1)國家標準:吹填土地基處理技術規范(GB/T 51064-2015)。 (2)國家行業標準:現澆X形樁復合地基技術規程(JGJ/T 402-2017)。 (3)國家行業標準:現澆混凝土大直徑管樁復合地基技術規程(JGJ/T213- 2010)。 (4)國家軍用標準:吹填珊瑚礁砂地基處理技術規范。
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