One Dimensional Consolidation and Direct Shear Tests: Experimental Setup Based on a Labview Approach

doi 10.7712/120119.7162.19528
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece

Related search

On the One-Dimensional Consolidation by the Three-Dimensional Dehydration

Transactions of the Japan Society of Civil Engineers
1968English

Probabilistic Analysis of a One-Dimensional Soil Consolidation Problem

Georisk
BuildingGeotechnical EngineeringRiskGeologyCivilStructural EngineeringConstructionSafetyEngineering GeologyReliabilityQuality
2012English

Permeability and Direct Shear Tests Characteristics of Railway Subballast

Open Civil Engineering Journal
CivilStructural Engineering
2015English

The Behaviour of Sands in Direct Shear Tests

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1975English

To Determine the Slow Shearing Rate for Consolidation Drained Shear Box Tests

2017English

NURBS Based Finite Element Approach for One Dimensional Problems

International Journal of Engineering Research and
2016English

Analytical and Numerical Modelling of One-Dimensional Consolidation of Stabilized Peat

Civil Engineering Journal
2019English

Flexural Tests on Consolidation Effects on Stone

RILEM Bookseries
BuildingCivilConstructionMechanics of MaterialsStructural Engineering
2019English

Effects of Clay and Moisture Content on Direct Shear Tests for Clay-Sand Mixtures

Advances in Materials Science and Engineering
Materials ScienceEngineering
2013English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy