Hongsheng MA

Dr. Hongsheng MA


Research Focus & Metrics

Academic Career Length

3Years (2024-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
8 June 2024 in Journal of Geographical Sciences
Verified
Journal Article
Closed access
PDF file
XZXiaochao Zhang
Xiaochao Zhang
HMHongsheng MA
Hongsheng MA
ZYZhongshao Yao
Zhongshao Yao
LQLiang Qin
Liang Qin
MMMinghui Meng
Minghui Meng

30 October 2025 in Bulletin of Engineering Geology and the Environment
Verified
Journal Article
Closed access
PDF file
HMHongsheng MA
Hongsheng MA
LJLiu Jianuo
Liu Jianuo
元姜元俊 姜
元俊 姜
MCMING Chang
MING Chang
ZHZheng Haijun
Zheng Haijun
HSHuang Shibo
Huang Shibo

1 January 2025 in Earth Science-Journal of China University of Geosciences
Verified
Journal Article
Closed access
PDF file
JLJianuo Liu
Jianuo Liu
HMHongsheng MA
Hongsheng MA
YJYuanjun Jiang
Yuanjun Jiang
JCJianlong Cheng
Jianlong Cheng
JHJiamin He
Jiamin He
HZHaijun Zheng
Haijun Zheng
《地球科学》(ISSN 1000-2383;CN42-1874/P) (原刊名《地球科学——中国地质大学学报》ISSN 1000-2383;CN42-1233/P),创刊于1957年,是由教育部主管、中国地质大学主办的综合性地学学术理论期刊,月刊,2015年改名为《地球科学》,她以反映中国地质大学教学与科研最新的、高水平的基础地质、应用地质、资源与环境地质及地学工程技术研究成果为主要任务。

1 June 2026 in Journal of Groundwater Science and Engineering
Verified
Journal Article
Open access
PDF file
XZXiao-Chao Zhang
Xiao-Chao Zhang
HMHongsheng MA
Hongsheng MA
LCLin-Wan Chen
Lin-Wan Chen
XPXiang-Jun Pei
Xiang-Jun Pei
JJJun-Lin Jiang
Jun-Lin Jiang
SWShan-Shan Wang
Shan-Shan Wang
The extensive fill engineering slopes formed by major projects such as "managing the ditch and creating land" in the Loess Plateau region face severe challenges of rainfall-induced instability. Inspired by the self-stable structure of natural loess-paleosol sequences and the Nature-based Solutions (NbS) concept, the water-control structure for loess fill slopes was propose, which is a composite of erosion-resistant surface layer (modified cellulose-treated) and low-permeability layers (mimicking paleosol properties using lime-improved loess). Indoor soil mechanics tests (liquid/plastic limits, compaction, permeability, shear strength) and Scanning Electron Microscopy (SEM) analysis revealed that both modified materials significantly enhance soil strength and reduce permeability (e.g., lime treatment reduced saturated permeability by 95.18%). Artificial rainfall model experiments demonstrated that slopes with water—control structure exhibit delayed infiltration response (up to 1,565 minutes), reduced erosion volume (71.6% less than untreated slopes), and shifted failure modes from fluidized collapse to gradual shear-slip. Numerical simulations (GeoStudio) further optimized the low-permeability layer configuration, identifying a 3 m-thick, 2°-inclined layer as optimal for maximizing stability. This study reveals that the NbS structure effectively regulates rainfall infiltration and erosion processes, significantly reducing erosion volume and altering failure modes. Consequently, the NbS-based water-control structure provides a theoretical basis and key technical support for the prevention and control of instability in loess fill slopes.