Numerical and Experimental Investigations of the Effect of PVD and Vacuum Pressure on the Degree of Saturation
Soft clays are generally characterized by low shear strength, low permeability and high compressibility. An effective method to accelerate consolidation of such soils is to use vertical drains along with vacuum preloading to encourage radial flow of water. In this research numerical modeling of pre...
Main Authors: | Ala Nasir Aljorany, Prof. Dr., Fatema Safaa Noori, PhD. student |
---|---|
Format: | Article |
Language: | English |
Published: |
University of Baghdad
2016-12-01
|
Series: | Journal of Engineering |
Subjects: | |
Online Access: | http://joe.uobaghdad.edu.iq/index.php/main/article/view/109 |
Similar Items
-
EFFECT OF PVD AND VACUUM PRESSURE ON SATURATED-UNSATURATED SOFT SOILS
by: Ala Nasir Aljorany, Prof. Dr., et al.
Published: (2017-01-01) -
Numerical and Experimental Investigations of the Effect of PVD and Vacuum Pressure on the Degree of Saturation
by: Ala Nasir Aljorany, et al.
Published: (2018-12-01) -
Analyzing Embankment Displacement: PVD and Vacuum Consolidation with Sheet Pile Protection
by: Trong Nghia Nguyen, et al.
Published: (2024-02-01) -
Research status and prospect of vacuum degree detection methods for vacuum circuit breaker
by: WU Mengze, et al.
Published: (2018-06-01) -
The Saturation Number for the Length of Degree Monotone Paths
by: Caro Yair, et al.
Published: (2015-08-01)