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研究方向及兴趣
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1、岩土工程实验和测试技术
2、岩土介质的固结变形分析
3、地基与基础工程
4、海洋土与结构相互作用
纵向项目
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[1] 国家自然科学基金,考虑含砂量和胶结损伤的海相黏土与桩基础界面结构演化机理及本构模型研究，国家自然科学基金面上项目，主持,在研.
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[2] 中组部,岩土力学及岩土工程，千人计划青年项目，主持,结题.
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[3] 江苏省委组织部,岩土力学及岩土工程，江苏省高层次人才双创计划个人项目，主持,结题.
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[4] 国家自然科学基金,海相含砂黏土层的变形机理及大变形固结模型研究，国家自然科学基金青年项目，主持,结题.
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[5] 香港研究资助局,Theoretical and Experimental Study of Settlement of Sandy Marine Deposits Based on Homogenization Theory，香港研究资助局面上项目，主持,结题.
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[6] 南京市财政局,山区复杂堆积体长期变形分析，南京市留学人员科技创新项目择优资助，主持,结题.
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[1] Determination of the size of Representative Volume Element for gap-graded granular materials,Powder Technology,2024-03-01.
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[2] DEM investigation of the effect of coarse content and size ratio on the local shear behavior at gap-graded soil-structure interface,Powder Technology,2024-01-01.
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[3] Estimating the thermal conductivity of granular soils based on a simplified homogenization method,Cold Regions Science and Technology,2023-07-01.
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[4] Elastoplastic modeling of sandy clays based on equivalent void ratio concept,International Journal of Geomechanics,2023-05-01.
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[5] Equivalent Compression Curve for clay-sand mixtures using equivalent void-ratio concept,International Journal of Geomechanics,2022-11-01.
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[6] Numerical evaluation of particle shape effect on small strain properties of granular soils,Engineering Geology,2022-06-01.
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[7] Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept,Acta Geotechnica,2022-02-01.
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[8] Estimation of the compression behavior of sandy clay considering sand fraction effect based on equivalent void ratio concept,Engineering Geology,2021-01-01.
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[9] A homogenization-based state-dependent model for gap-graded granular materials with fine-dominated structure,International Journal for Numerical and Analytical Methods in Geomechanics,2021-01-01.
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[10] Analysis of mobilized stress ratio of gap-graded granular materials in direct shear state considering coarse fraction effect,Acta Geotechnica,2021-01-01.
