发表论文
[1]Chen M, Ding P, Wen M, et al. Mechanical behaviors and reinforcement mechanisms of engineering waste mud reinforced with industrial by-product lignocellulosic fiber and hydrophobic polymer[J]. Acta Geotechnica, 2025:20, 5095–5111.
[2]Ding P, Xu R, Wang L, et al. Fractional derivative viscoelastic models based on L2-1σ formula: modelling and numerical application[J]. Computers and Geotechnics, 2026, 189: 107633.
[3]Ding P, Chen M, He S, et al. Experimental study on the disintegration characteristics of hydrophobic polymer-modified waste mud[J]. Construction and Building Materials, 2026, 513: 145417.
[4]Ding P, Chen M, Wen M, et al. Assessment of industrial waste lignocellulosic fibers as a sustainable additive for improving engineering waste mud[J]. Case Studies in Construction Materials, 2025: e05107.
[5]Ding P, Xu R, Wen M, et al. Three-dimensional fractional viscoelastic constitutive modeling and numerical implementation using the L1 time-discretization scheme[J]. Mechanics of Time-Dependent Materials, 2026, 30(1): 6.
[6]Xie J, Wen M, Ding P, et al. One-dimensional consolidation analysis of layered unsaturated soils: An improved model integrating interfacial flow and air contact resistance effects[J]. Computers and Geotechnics, 2024, 176: 106791.
[7]Xie J, Wen M, Ding P, et al. Interfacial flow contact resistance effect for thermal consolidation of layered viscoelastic saturated soils with semi‐permeable boundaries[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2024, 48(15): 3640-3679.
[8]Ding P, Xu R, Zhu Y, et al. Fractional derivative modelling for rheological consolidation of multilayered soil under time-dependent loadings and continuous permeable boundary conditions[J]. Acta Geotechnica, 2022, 17(6): 2287-2304.
[9]Ding P, Xu R, Ju L, et al. Semi‐analytical analysis of fractional derivative rheological consolidation considering the effect of self‐weight stress[J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2021, 45(8): 1049-1066.
[10]Ding P, Xu R, Hu Y, et al. Experimental investigation and constitutive modeling of the shear creep behavior of an overconsolidated soft clay[J]. Bulletin of Engineering Geology and the Environment, 2020, 79(6): 3063-3073.
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专利情况
1.丁盼, 陈梦环, 闻敏杰, 张丹, 武军, 张一鸣, 伏俊敏. 一种超疏水抗开裂型固化泥浆土及其制备方法, ZL202511237679.0, 发明专利
2.张一鸣，闻敏杰，王海心，顾晓强，王雪雅，高之然，丁盼. 一种基于数字孪生的复合柔性管道监测方法及系统，ZL202410793358.8，发明专利
3.丁盼, 陈梦环, 闻敏杰, 涂园, 张一鸣, 官程俊, 唐柯杰, 谢家豪. 一种纤维固化土均匀拌合装置及施工方法, ZL202410386693.6, 发明专利
4.徐日庆, 程康, 闫自海, 严佳佳, 陈文祥, 朱建才, 鞠露莹, 丁盼, 朱黄鼎. 一种基坑开挖引发下卧地铁隧道纵向最大位移的计算方法, ZL202111294951.0，发明专利
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