Articles | Volume 18, issue 4
https://doi.org/10.5194/nhess-18-1223-2018
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/nhess-18-1223-2018
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
26 Apr 2018
Research article |
| 26 Apr 2018
Factors influencing development of cracking–sliding failures of loess across the eastern Huangtu Plateau of China
Yanrong Li
CORRESPONDING AUTHOR
Department of Earth Sciences and Engineering, Taiyuan University of
Technology, Taiyuan, 030024, China
Jiarui Mao
Key Laboratory of Karst
Environment and Geohazard Prevention, Ministry of Land and
Resources, Guizhou University, Guiyang, 550025, China
Xiqiong Xiang
CORRESPONDING AUTHOR
Key Laboratory of Karst
Environment and Geohazard Prevention, Ministry of Land and
Resources, Guizhou University, Guiyang, 550025, China
Ping Mo
Department of Earth Sciences and Engineering, Taiyuan University of
Technology, Taiyuan, 030024, China
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Cited
27 citations as recorded by crossref.
- Structural characteristics and its influencing factors of typical loess H. Chen et al. https://doi.org/10.1007/s10064-018-1431-2
- Gully erosion and expansion mechanisms in loess tablelands and the scientific basis of gully consolidation and tableland protection Z. Jin et al. https://doi.org/10.1007/s11430-022-1020-2
- Distribution and genetic types of loess landslides in China J. Peng et al. https://doi.org/10.1016/j.jseaes.2018.11.015
- Comparison of Test Methods for Determining the Tensile Strength of Soil and Weak Rocks R. Wang et al. https://doi.org/10.3389/feart.2022.835851
- Changes in tensile strength and microstructure of loess due to vibration J. Wang et al. https://doi.org/10.1016/j.jseaes.2018.10.011
- Cement-stabilized loess as a locally sourced and potentially low-carbon infill for underground mine sealing walls: strength, disintegration resistance and microstructural controls across three coal regions R. Zhang et al. https://doi.org/10.1016/j.envres.2026.125019
- Stability Analysis of Loess Slope Under Heavy Rainfall Considering Joint Effect—Case Study of Jianxi Landslide, China J. Wang et al. https://doi.org/10.3390/w17223271
- Underlying mechanisms of the geohazards of macro Loess discontinuities on the Chinese Loess Plateau S. Wang et al. https://doi.org/10.1016/j.enggeo.2019.105357
- Strength anisotropy of Malan loess and the implications for the formation of loess walls and columns Y. Li et al. https://doi.org/10.1016/j.catena.2020.104809
- A unified landslide classification system for loess slopes: A critical review Y. Li & P. Mo https://doi.org/10.1016/j.geomorph.2019.04.020
- CTHNet: A CNN–Transformer Hybrid Network for Landslide Identification in Loess Plateau Regions Using High-Resolution Remote Sensing Images J. Li et al. https://doi.org/10.3390/s25010273
- Limit equilibrium theory-based investigation on the critical tension crack depth in loess slope L. Zhu et al. https://doi.org/10.1007/s12665-021-09641-3
- In search of a Paleolithic Silk Road in Kazakhstan R. Iovita et al. https://doi.org/10.1016/j.quaint.2020.02.023
- Integrating GIS within the regulatory framework for mapping human-induced landslide hazards in Central Aceh, Indonesia I. Hastuty et al. https://doi.org/10.1007/s44268-025-00073-7
- Mechanism and failure model of group-occurring loess falls induced by domestic sewage discharge: insight from field investigation and flume experiment B. Wan et al. https://doi.org/10.3389/feart.2026.1742001
- Earth fissures developed within collapsible loess area caused by groundwater uplift in Weihe watershed, northwestern China M. Zang et al. https://doi.org/10.1016/j.jseaes.2019.01.034
- A novel compression-to-tension conversion device for direct tensile strength determination of rock-like materials using rotated H-shaped specimens: Experimental and numerical investigation J. Fu et al. https://doi.org/10.1016/j.jmrt.2026.06.213
- The impact of paleoclimatic on the structural strength of loess paleosol sequences and its implications for tillage on the Loess Plateau: A case study from Luochuan profile H. Wang et al. https://doi.org/10.1016/j.still.2023.105939
- Factors Affecting the Stability of Loess Landslides: A Review L. Wei et al. https://doi.org/10.3390/app14072735
- Biologically inspired adaptive crack network reconstruction based on slime mould algorithm Z. Chen et al. https://doi.org/10.1038/s41598-024-77944-z
- Horizontal Compression Test: A Proposed Method for Indirect Determination of Tensile Strength of Stiff Soils and Soft Rocks F. Guan et al. https://doi.org/10.3389/feart.2022.839073
- Engineering characterization of Algerian desert loess: insights from geotechnical and rheological perspectives A. Rahmani et al. https://doi.org/10.1007/s42990-025-00215-0
- The genesis, development, and evolution of original vertical joints in loess L. Feng et al. https://doi.org/10.1016/j.earscirev.2021.103526
- Hydrological response of loess slopes with reference to widespread landslide events in the Heifangtai terrace, NW China D. Peng et al. https://doi.org/10.1016/j.jseaes.2018.12.003
- Application of microbially induced calcium carbonate precipitation with urea hydrolysis to improve the mechanical properties of soil M. Naveed et al. https://doi.org/10.1016/j.ecoleng.2020.105885
- Coupled crack-rainfall mechanism of a retrogressive landslide: field investigation and monitoring in Southwest China Q. Huang et al. https://doi.org/10.1007/s10064-026-04929-9
- Bidirectional dynamic triaxial tests on anisotropic loess under different stress paths: Hysteretic behavior, dynamic modulus, and a modified Hardin-Drnevich model, considering p-q stress coupling B. Zhang et al. https://doi.org/10.1016/j.soildyn.2025.109850
27 citations as recorded by crossref.
- Structural characteristics and its influencing factors of typical loess H. Chen et al. https://doi.org/10.1007/s10064-018-1431-2
- Gully erosion and expansion mechanisms in loess tablelands and the scientific basis of gully consolidation and tableland protection Z. Jin et al. https://doi.org/10.1007/s11430-022-1020-2
- Distribution and genetic types of loess landslides in China J. Peng et al. https://doi.org/10.1016/j.jseaes.2018.11.015
- Comparison of Test Methods for Determining the Tensile Strength of Soil and Weak Rocks R. Wang et al. https://doi.org/10.3389/feart.2022.835851
- Changes in tensile strength and microstructure of loess due to vibration J. Wang et al. https://doi.org/10.1016/j.jseaes.2018.10.011
- Cement-stabilized loess as a locally sourced and potentially low-carbon infill for underground mine sealing walls: strength, disintegration resistance and microstructural controls across three coal regions R. Zhang et al. https://doi.org/10.1016/j.envres.2026.125019
- Stability Analysis of Loess Slope Under Heavy Rainfall Considering Joint Effect—Case Study of Jianxi Landslide, China J. Wang et al. https://doi.org/10.3390/w17223271
- Underlying mechanisms of the geohazards of macro Loess discontinuities on the Chinese Loess Plateau S. Wang et al. https://doi.org/10.1016/j.enggeo.2019.105357
- Strength anisotropy of Malan loess and the implications for the formation of loess walls and columns Y. Li et al. https://doi.org/10.1016/j.catena.2020.104809
- A unified landslide classification system for loess slopes: A critical review Y. Li & P. Mo https://doi.org/10.1016/j.geomorph.2019.04.020
- CTHNet: A CNN–Transformer Hybrid Network for Landslide Identification in Loess Plateau Regions Using High-Resolution Remote Sensing Images J. Li et al. https://doi.org/10.3390/s25010273
- Limit equilibrium theory-based investigation on the critical tension crack depth in loess slope L. Zhu et al. https://doi.org/10.1007/s12665-021-09641-3
- In search of a Paleolithic Silk Road in Kazakhstan R. Iovita et al. https://doi.org/10.1016/j.quaint.2020.02.023
- Integrating GIS within the regulatory framework for mapping human-induced landslide hazards in Central Aceh, Indonesia I. Hastuty et al. https://doi.org/10.1007/s44268-025-00073-7
- Mechanism and failure model of group-occurring loess falls induced by domestic sewage discharge: insight from field investigation and flume experiment B. Wan et al. https://doi.org/10.3389/feart.2026.1742001
- Earth fissures developed within collapsible loess area caused by groundwater uplift in Weihe watershed, northwestern China M. Zang et al. https://doi.org/10.1016/j.jseaes.2019.01.034
- A novel compression-to-tension conversion device for direct tensile strength determination of rock-like materials using rotated H-shaped specimens: Experimental and numerical investigation J. Fu et al. https://doi.org/10.1016/j.jmrt.2026.06.213
- The impact of paleoclimatic on the structural strength of loess paleosol sequences and its implications for tillage on the Loess Plateau: A case study from Luochuan profile H. Wang et al. https://doi.org/10.1016/j.still.2023.105939
- Factors Affecting the Stability of Loess Landslides: A Review L. Wei et al. https://doi.org/10.3390/app14072735
- Biologically inspired adaptive crack network reconstruction based on slime mould algorithm Z. Chen et al. https://doi.org/10.1038/s41598-024-77944-z
- Horizontal Compression Test: A Proposed Method for Indirect Determination of Tensile Strength of Stiff Soils and Soft Rocks F. Guan et al. https://doi.org/10.3389/feart.2022.839073
- Engineering characterization of Algerian desert loess: insights from geotechnical and rheological perspectives A. Rahmani et al. https://doi.org/10.1007/s42990-025-00215-0
- The genesis, development, and evolution of original vertical joints in loess L. Feng et al. https://doi.org/10.1016/j.earscirev.2021.103526
- Hydrological response of loess slopes with reference to widespread landslide events in the Heifangtai terrace, NW China D. Peng et al. https://doi.org/10.1016/j.jseaes.2018.12.003
- Application of microbially induced calcium carbonate precipitation with urea hydrolysis to improve the mechanical properties of soil M. Naveed et al. https://doi.org/10.1016/j.ecoleng.2020.105885
- Coupled crack-rainfall mechanism of a retrogressive landslide: field investigation and monitoring in Southwest China Q. Huang et al. https://doi.org/10.1007/s10064-026-04929-9
- Bidirectional dynamic triaxial tests on anisotropic loess under different stress paths: Hysteretic behavior, dynamic modulus, and a modified Hardin-Drnevich model, considering p-q stress coupling B. Zhang et al. https://doi.org/10.1016/j.soildyn.2025.109850
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