The influence of dry-wet cycles on loess erodibility and microscopic interpretation based on SEM and NMR

• The shear strength and disintegration of loess in different compacted states under dry-wet cycles were presented. • The microstructural evolution of loess with varying compaction states and dry-wet cycles was investigated. • The relationship between erodibility indicators and microstructure parameters was explored through multivariate statistical analyses. • The underlying micro-mechanism of the change in loess erodibility was disclosed. Soil erodibility in the Loess Plateau is intensely exacerbated by climate-induced dry-wet (DW) cycles, yet a quantitative linkage between the concomitant evolution of macro-erodibility and microstructure remains inadequately established. In this study, compacted samples with varying dry densities (1.35, 1.45, 1.55 g/cm 3 ) and initial water contents (10 %, 14 %, 18 %) were subjected to up to 13 DW cycles, with alterations assessed via direct shear tests, disintegration tests, scanning electron microscopy (SEM), and nuclear magnetic resonance (NMR). The results reveal that the shear strength decreased by 21.32–33.73 %, accompanied by 35.94–82.82 % acceleration in the disintegration rate. Notably, a distinct threshold effect governs DW-induced deterioration, beyond which mechanical parameters stabilize. This critical threshold increases from 3 to 7 cycles with higher compaction water content while remaining insensitive to dry density variations. In terms of microstructure, the surface roughness of loess particles decreased by 0.92–2.50 %, while the arrangement orientation increased by 2.11–2.59 %. Concurrently, the volumes of macropores and mesopores expanded by 14.09–19.02 %. The resultant decrease in contact area between skeletal particles and coarsening of pore spaces collectively degrade interparticle cohesion and capillary forces, constituting the fundamental mechanism through which DW cycles enhance loess erodibility. A mathematical model based on this was proposed to predict the decay of erosion resistance from microstructure evolution. This deterioration process is exacerbated by higher water content and lower dry density. It is thus recommended to compact soils both on the dry side of optimum water content and at the maximum dry density to improve the dry-wet resistance of earth-works within loess regions.

Authors

Institutions

Publication Details

Journal
CATENA
Published
2025-11-17
DOI
https://doi.org/10.1016/j.catena.2025.109633
Citations
2
Primary Topic
Soil and Unsaturated Flow
Type
article
Field-Weighted Citation Impact
1.91
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

The influence of dry-wet cycles on loess erodibility and microscopic interpretation based on SEM and NMR

Yongpeng Nie, Haiman Wang, Kangze Yuan, Yang Zhao et al.
2 citations
CATENA
Soil and Unsaturated Flow
1.91
article

The influence of dry-wet cycles on loess erodibility and microscopic interpretation based on SEM and NMR

Yongpeng Nie, Haiman Wang, Kangze Yuan, Yang Zhao, Wankui Ni
article en
2 citations

Abstract

• The shear strength and disintegration of loess in different compacted states under dry-wet cycles were presented. • The microstructural evolution of loess with varying compaction states and dry-wet cycles was investigated. • The relationship between erodibility indicators and microstructure parameters was explored through multivariate statistical analyses. • The underlying micro-mechanism of the change in loess erodibility was disclosed. Soil erodibility in the Loess Plateau is intensely exacerbated by climate-induced dry-wet (DW) cycles, yet a quantitative linkage between the concomitant evolution of macro-erodibility and microstructure remains inadequately established. In this study, compacted samples with varying dry densities (1.35, 1.45, 1.55 g/cm 3 ) and initial water contents (10 %, 14 %, 18 %) were subjected to up to 13 DW cycles, with alterations assessed via direct shear tests, disintegration tests, scanning electron microscopy (SEM), and nuclear magnetic resonance (NMR). The results reveal that the shear strength decreased by 21.32–33.73 %, accompanied by 35.94–82.82 % acceleration in the disintegration rate. Notably, a distinct threshold effect governs DW-induced deterioration, beyond which mechanical parameters stabilize. This critical threshold increases from 3 to 7 cycles with higher compaction water content while remaining insensitive to dry density variations. In terms of microstructure, the surface roughness of loess particles decreased by 0.92–2.50 %, while the arrangement orientation increased by 2.11–2.59 %. Concurrently, the volumes of macropores and mesopores expanded by 14.09–19.02 %. The resultant decrease in contact area between skeletal particles and coarsening of pore spaces collectively degrade interparticle cohesion and capillary forces, constituting the fundamental mechanism through which DW cycles enhance loess erodibility. A mathematical model based on this was proposed to predict the decay of erosion resistance from microstructure evolution. This deterioration process is exacerbated by higher water content and lower dry density. It is thus recommended to compact soils both on the dry side of optimum water content and at the maximum dry density to improve the dry-wet resistance of earth-works within loess regions.

CATENAVol. 262
Chang'an University (CN), Henan University of Technology (CN), Northwest University (CN), Institute of Rock and Soil Mechanics (CN)
Openalex Percentile: Top 13%
Soil and Unsaturated Flow
1.91
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.