Influence of Degree of Compaction on Unsaturated Hydraulic Properties of a Compacted Completely Decomposed Granite
It is crucial to understand hydraulic properties, i.e., soil-water characteristic curve (SWCC) and unsaturated permeability function (UPF), of completely decomposed granite (CDG) for relevant engineering projects in southeastern China. Previous studies mainly focused on SWCCs of CDG, whereas UPFs of...
Saved in:
Main Authors: | Rui Chen, Runqiang Tan, Zhongkui Chen, Yang Ping, Zhen Mei |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Geofluids |
Online Access: | http://dx.doi.org/10.1155/2020/7615361 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Approaches for estimating the unsaturated hydraulic conductivity of compacted quartz sand via particle packing theory
by: Qiang Liu, et al.
Published: (2025-01-01) -
Effect of Moisture Content on the Shear Behaviour of a Completely Decomposed Granite: An Experimental Study
by: Pan Liu, et al.
Published: (2021-01-01) -
Performance of Geosynthetic-Reinforced and Cement-Fly Ash-Gravel Pile-Supported Embankments over Completely Decomposed Granite Soil: A Case Study
by: Lijun Wu
Published: (2018-01-01) -
Hydraulic Conductivity of Compacted Laterite Treated with Iron Ore Tailings
by: Umar Sa’eed Yusuf, et al.
Published: (2016-01-01) -
Completeness of certain compact Lorentzian locally symmetric spaces
by: Leistner, Thomas, et al.
Published: (2023-05-01)