陈湘生
- [31] Zhao Xiaofeng.Han Kaihang.Ju J Woody.Chen Xiangsheng.Chen Weitao.Xiong Hao.Numerical analysis of size effect on the deformation behavior and damage evolution mechanism of segmental tunnel lining rings,International Journal of Damage Mechanics,.
- [32] Ren Fangzhou.Zhou Chunsheng.Li Le.Cui Hongzh.Chen Xiangsheng.Modeling the dependence of capillary sorptivity on initial water content for cement-based materials in view of water sensitivity,Cement and Concrete Research,.
- [33] Han Yuzhen.Nie Xiaofan.Chen Xiangsheng.Integrated Influence Zone Calculation Method for the Existing Metro Tunnel Under the Influence of Adjacent Construction,Urban Rail Transit,.
- [34] 吴礼程.陈湘生.雷江松.郑爱元.王雪涛.邓一三.基于三点开口梁弯曲试验分析3D端钩钢纤维混凝土抗弯性能,硅酸盐通报,2023-03-01.
- [5] Equivalent Compression Curve for clay-sand mixtures using equivalent void-ratio concept,International Journal of Geomechanics,2022-11-01.
- [6] Numerical evaluation of particle shape effect on small strain properties of granular soils,Engineering Geology,2022-06-01.
- [7] Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept,Acta Geotechnica,2022-02-01.
- [8] Estimation of the compression behavior of sandy clay considering sand fraction effect based on equivalent void ratio concept,Engineering Geology,2021-01-01.
- [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.
- [10] Analysis of mobilized stress ratio of gap-graded granular materials in direct shear state considering coarse fraction effect,Acta Geotechnica,2021-01-01.