Numerical Analyses on Consolidation of Clayey Ground Improved by Vertical Drain System Based on 3-D Elasto-Viscous Model

Soils and Foundations - Japan
doi 10.3208/sandf.46.159
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Elsevier BV

Related search

Settlement Behavior of Improved Ground With a Vertical Drain System.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1988English

Determination of Horizontal Consolidation Coefficient for Peaty Ground Improved by Plastic Board Drain

Japanese Geotechnical Journal
2013English

Experimental Studies on Consolidation Mechanism of a Clay Layer With Vertical Drain.

Doboku Gakkai Ronbunshu
1993English

An Elasto-Viscous Model of the Earth

Symposium - International Astronomical Union
1988English

Assessment of Spatially Varying Ground Motion Coherence Based on Microseismic Field Measurements and Numerical Analyses

2017English

Numerical Analyses of Air Lift Pumps Based on the Multi-Fluid Model

JAPANESE JOURNAL OF MULTIPHASE FLOW
1992English

Consolidation Problem on the Clayey Soil With Containing High Groundwater Level

Academic Perspective Procedia
2019English

Modelling Viscous Behaviour of Clayey Geomaterials Using Single Mechanical- Analogue Model

Sains Malaysiana
Multidisciplinary
2019English

The New Accelerated Consolidation Method Combining Vacuum Consolidation and Plastic-Board-Drain by Floating System (PDF) Methods

Zairyo/Journal of the Society of Materials Science, Japan
Mechanics of MaterialsMaterials ScienceCondensed Matter PhysicsMechanical Engineering
2004English

Amanote Research

Note-taking for researchers

Follow Amanote

© 2024 Amaplex Software S.P.R.L. All rights reserved.

Privacy PolicyRefund Policy