Results 131 to 140 of about 610 (170)
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Effect of Hysteretic SWCC on Marappalam Rainfall-Triggered Slope Failure

Lecture Notes in Civil Engineering, 2023
Arif Ali Baig Moghal   +2 more
exaly   +2 more sources

Estimation of SWCC and Permeability for Granular Soils

2020
This chapter presents a new estimation model for soil–water characteristic curve (SWCC) of granular soils with the effect of initial density. The proposed model, namely the modified Fredlund and Xing (MFX) model, is based on the Fredlund and Xing equation without increasing the number of parameters.
Wan-Huan Zhou, Zhen-Yu Yin, Ka-Veng Yuen
openaire   +1 more source

An Oedometer-Type Pressure Plate SWCC Apparatus

Geotechnical Testing Journal, 2008
Abstract A new oedometer device for SWCC determination has been evaluated by testing a wide range of soil types, and recommendations for best practices for use of this device have been made. The new device allows application and control of the net normal stress, σ−ua, in addition to the matric suction, ua−uw.
Natalia Perez-Garcia   +3 more
openaire   +1 more source

Effect of Drying and Wetting SWCCs on Unsaturated Soil Slopes

2021
The soil water characteristic curve (SWCC) exhibits hysteresis. It is the relation between soil water and soil suction. Desorption (drying) and sorption (wetting) can be used to obtain SWCC. The suction is different in drying and wetting SWCC paths. The slope failures generally take place in wetting SWCC. Therefore, a few efforts have been made in this
Ammavajjala Sesha Sai Raghuram   +1 more
openaire   +2 more sources

A New Equation for SWCCs of Unsaturated Soils

2018
In the current geotechnical engineering practice, soil-water characteristic curves (SWCCs) are essential for quantifying the mechanical responses of unsaturated soil. The SWCC can be measured from laboratory or estimated from some empirical equations.
Suched Likitlersuang, Martin D. Liu
openaire   +1 more source

Experimental Study on the SWCC Transition Zone Features of Unsaturated Soil

Indian Geotechnical Journal, 2019
In order to study the soils SWCC transition zone features under different steady-state and transient conditions, a series of pressure plate and model tests were carried out; the internal structure adjustment of soil caused by different test conditions is the underlying reason for the change in SWCC transition zone curve.
Wenbin Jian, Xutang Xu
exaly   +2 more sources

Prediction of SWCC using artificial intelligent systems: A comparative study

open access: yesScientia Iranica, 2011
AbstractThe significance of the Soil Water Characteristic Curve (SWCC) or soil retention curve in understanding the unsaturated soils behavior such as shear strength, volume change and permeability has resulted in many attempts for its prediction. In this regard, the authors had previously developed two models, namely.
Ali Johari, Habibagahi Ghassem
exaly   +2 more sources

Physical Modeling of SWCC for Granular Materials

2007
A physically model was used in this study to estimate the soil–water characteristic curve (SWCC) of granular materials in case of Hostun sand. Based on soil parameters and pore geometry the main drainage and main imbibition process as well as a scanning drainage and scanning imbibition process was determined.
Yvonne Lins, Yazhou Zou, Tom Schanz
openaire   +1 more source

Temperature-Dependent SWCC Model for Unsaturated Soil

International Journal of Geomechanics
Yang Xiao   +2 more
exaly   +2 more sources

Materials performance and failure evaluation in SWCC MSF plants

Desalination, 1994
Abstract An MSF plant is subjected to different forms of deteriorations due to the use of a wide variety of materials and existence of diverse types of environments. It is well established that seawater and uncondensed gases are responsible for the majority of the failures reported in desalination plants.
Anees U. Malik   +3 more
openaire   +1 more source

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