Undrained Shear Strength of Highly Plastic Clays Based on Piezocone Testing: Fid-Bau Portal

Undrained Shear Strength of Highly Plastic Clays Based on Piezocone Testing

Tanaka, Y. / Zainal, Z. M. / Southeast Asian Geotechnical Society / Asian Institute of Technology / Canadian International Development Agency

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Undrained Shear Strength of Highly Plastic Clays Based on Piezocone Testing

Tanaka, Y. / Zainal, Z. M. / Southeast Asian Geotechnical Society / Asian Institute of Technology / Canadian International Development Agency

Undrained Shear Strength of Highly Plastic Clays Based on Piezocone Testing

Tanaka, Y. / Zainal, Z. M. / Southeast Asian Geotechnical Society / Asian Institute of Technology / Canadian International Development Agency

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Check availability in my library

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Document information

Title:

Undrained Shear Strength of Highly Plastic Clays Based on Piezocone Testing

Contributors:

Tanaka, Y. (author) / Zainal, Z. M. (author) / Southeast Asian Geotechnical Society / Asian Institute of Technology / Canadian International Development Agency

Conference:

Asian regional conference; 9th, Soil mechanics and foundation engineering ; 1991 ; Bangkok

Published in:

Soil mechanics and foundation engineering ; 75-78

PROCEEDINGS OF THE ASIAN REGIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING ; 1

Publication date:

1991-01-01

Size:

4 pages

ISBN:

9740772897

Type of media:

Conference paper

Type of material:

Language:

English

Keywords:

soil mechanics , foundation engineering , geotechnical , technology , international development

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