To better understand and analyze the unsaturated stability of loess filling body, it is necessary to study the changes in suction stress before and after the drying-wetting cycles. In this study, the SWCC of compacted loess before and after drying-wetting cycles was tested using the filter paper method. Then, the suction stress was calculated and the microstructure of the loess sample was determined by the SEM and NMR. The results showed that the drying-wetting cycles had an important influence on the SSCC and microstructure of compacted loess. The change in suction stress before and after the drying-wetting cycles can be well explained by the loess microstructure. The drying-wetting cycles did not significantly change the basic trend of th...
A series of laboratory experiments, including oedometer tests, direct shear tests, and mercury intru...
In-situ wetting-drying cycles significantly and repeatedly influence the soil water content in the a...
Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these P...
This study explores the compression deformation characteristics of compacted loess after different w...
This study explores the compression deformation characteristics of compacted loess after different w...
Permeability characteristics of compacted loess is always an important topic in soil mechanics and g...
This study explores the compression deformation characteristics of compacted loess after different w...
Soil-water characteristic curve (SWCC) is a key constitutive relationship for studying unsaturated s...
This study explores the compression deformation characteristics of compacted loess after different w...
This study explores the compression deformation characteristics of compacted loess after different w...
This research examined the drying–wetting cycles induced changes in undrained triaxial shear strengt...
In this paper, a large number of one-dimensional tests, including constant water content compression...
To study the strength degradation mechanism of compacted loess during dry-wet cycles, 0–5 dry-wet cy...
The stability of loess subgrade is affected by many factors. Dry-wet cycle is a common factor that c...
To understand the structural damage evolution process of loess under the action of dry-wet cycles, a...
A series of laboratory experiments, including oedometer tests, direct shear tests, and mercury intru...
In-situ wetting-drying cycles significantly and repeatedly influence the soil water content in the a...
Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these P...
This study explores the compression deformation characteristics of compacted loess after different w...
This study explores the compression deformation characteristics of compacted loess after different w...
Permeability characteristics of compacted loess is always an important topic in soil mechanics and g...
This study explores the compression deformation characteristics of compacted loess after different w...
Soil-water characteristic curve (SWCC) is a key constitutive relationship for studying unsaturated s...
This study explores the compression deformation characteristics of compacted loess after different w...
This study explores the compression deformation characteristics of compacted loess after different w...
This research examined the drying–wetting cycles induced changes in undrained triaxial shear strengt...
In this paper, a large number of one-dimensional tests, including constant water content compression...
To study the strength degradation mechanism of compacted loess during dry-wet cycles, 0–5 dry-wet cy...
The stability of loess subgrade is affected by many factors. Dry-wet cycle is a common factor that c...
To understand the structural damage evolution process of loess under the action of dry-wet cycles, a...
A series of laboratory experiments, including oedometer tests, direct shear tests, and mercury intru...
In-situ wetting-drying cycles significantly and repeatedly influence the soil water content in the a...
Permission is granted by ICE Publishing to print one copy for personal use. Any other use of these P...