Geotechnical Properties of Normally Consolidated Fao Clay, Iraq.

Soils and Foundations - Japan
doi 10.3208/sandf1972.17.4_1
Full Text
Abstract

Available in full text

Date
Authors
Publisher

Elsevier BV

Related search

Recompression of Normally Consolidated Clay After Cyclic Loading.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1991English

The Analysis of Failure of a Normally Consolidated Clay Foundation Under Embankment Loading.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1986English

Normalized Undrained Strength of Clay in the Normally Consolidated State and in the Field.

Soils and Foundations
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
1992English

Vertical Cyclic Loading Response of a Shallow Skirted Foundation in Soft Normally Consolidated Clay

Canadian Geotechnical Journal
CivilGeotechnical EngineeringEngineering GeologyStructural Engineering
2019English

Geotechnical Properties of Ariake Clay in Saga Plain-Japan.

Doboku Gakkai Ronbunshu
1994English

Cement Grain Size Effect on the Geotechnical Properties of Stabilized Clay

Scientia Iranica
2018English

Response of Normally Consolidated Kaolin Clay Under Irregular Cyclic Loading and Comparison With Predictions From the Accumulation Procedure

Geotechnique
EarthPlanetary SciencesEngineering GeologyGeotechnical Engineering
2019English

The Effects of Synthetic Flocculants on Some Geotechnical Properties of Kaolin Clay

2012English

The Importance of Clay in Geotechnical Engineering

2018English

Amanote Research

Note-taking for researchers

Follow Amanote

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

Privacy PolicyRefund Policy