A New Soil-Water Characteristic Curve Model for Unsaturated Loess Based on Wetting-Induced Pore Deformation
The soil-water characteristic curve (SWCC) is the basis for describing seepage, strength, and constitutive model of unsaturated soil. The existing SWCC models do not work accurately for evaluating loess, because they do not consider the pore deformation that is induced by wetting. The present study...
Saved in:
| Main Authors: | Yuwei Zhang, Zhanping Song, Xiaolin Weng, Yongli Xie |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2019-01-01
|
| Series: | Geofluids |
| Online Access: | http://dx.doi.org/10.1155/2019/1672418 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Estimation of the wetting induced settlement of loess soils from the wetting soil-water characteristic curve
by: Chang Li, et al.
Published: (2024-12-01) -
A New Model for Water Retention and Hydraulic Conductivity Curves of Deformable Unsaturated Soils
by: Zhenxing Chang, et al.
Published: (2025-05-01) -
Macro-microscopical Discrete Element Characteristics of Confined Compression and Wetting Test for Unsaturated Loess
by: Bao CHEN, et al.
Published: (2024-09-01) -
The performance of unsaturated shear strength models of silt soils using the soil water characteristics curve
by: Habtamu Sewnet Alehgn
Published: (2025-09-01) -
Effect of Drying and Wetting Cycles on Deformation Characteristics of Compacted Loess and Constitutive Model
by: Pengju Qin, et al.
Published: (2025-03-01)