An empirical relationship for predicting soil collapsibility due to soaking under compression and shear

Noriyuki Yasufuku; H. Ochiai; D. Hormdee

doi:10.1061/40802(189)84

An empirical relationship for predicting soil collapsibility due to soaking under compression and shear

Noriyuki Yasufuku, H. Ochiai, D. Hormdee

Geotechnical Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

1 Citation (Scopus)

Abstract

Collapse and direct shear box tests on an unsaturated compacted soil with suction and water content measurements due to soaking are first presented. The compressibility, strength and dilatancy characteristics are discussed on the basis of the experimental results, paying attention to the initial water contents and the normal stresses. Then, a simplified relationship for rationally predicting the collapse settlement under one-dimensional compression condition is presented based on the experimental considerations. The applicability of the empirical relationship presented is finally discussed by comparison with the experimental data obtained by one-dimensional compression tests. Copyright ASCE 2006.

Original language	English
Title of host publication	Proceedings of the Fourth International Conference on Unsaturated Soils
Pages	1037-1048
Number of pages	12
Edition	147
DOIs	https://doi.org/10.1061/40802(189)84
Publication status	Published - Dec 21 2006
Event	4th International Conference on Unsaturated Soils - Carefree, AZ, United States Duration: Apr 2 2006 → Apr 5 2006

Publication series

Name	Geotechnical Special Publication
Number	147
ISSN (Print)	0895-0563

Other

Other	4th International Conference on Unsaturated Soils
Country/Territory	United States
City	Carefree, AZ
Period	4/2/06 → 4/5/06

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Architecture
Building and Construction
Geotechnical Engineering and Engineering Geology

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10.1061/40802(189)84

Cite this

An empirical relationship for predicting soil collapsibility due to soaking under compression and shear. / Yasufuku, Noriyuki; Ochiai, H.; Hormdee, D.

Proceedings of the Fourth International Conference on Unsaturated Soils. 147. ed. 2006. p. 1037-1048 (Geotechnical Special Publication; No. 147).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Yasufuku, N, Ochiai, H & Hormdee, D 2006, An empirical relationship for predicting soil collapsibility due to soaking under compression and shear. in Proceedings of the Fourth International Conference on Unsaturated Soils. 147 edn, Geotechnical Special Publication, no. 147, pp. 1037-1048, 4th International Conference on Unsaturated Soils, Carefree, AZ, United States, 4/2/06. https://doi.org/10.1061/40802(189)84

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abstract = "Collapse and direct shear box tests on an unsaturated compacted soil with suction and water content measurements due to soaking are first presented. The compressibility, strength and dilatancy characteristics are discussed on the basis of the experimental results, paying attention to the initial water contents and the normal stresses. Then, a simplified relationship for rationally predicting the collapse settlement under one-dimensional compression condition is presented based on the experimental considerations. The applicability of the empirical relationship presented is finally discussed by comparison with the experimental data obtained by one-dimensional compression tests. Copyright ASCE 2006.",

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N2 - Collapse and direct shear box tests on an unsaturated compacted soil with suction and water content measurements due to soaking are first presented. The compressibility, strength and dilatancy characteristics are discussed on the basis of the experimental results, paying attention to the initial water contents and the normal stresses. Then, a simplified relationship for rationally predicting the collapse settlement under one-dimensional compression condition is presented based on the experimental considerations. The applicability of the empirical relationship presented is finally discussed by comparison with the experimental data obtained by one-dimensional compression tests. Copyright ASCE 2006.

AB - Collapse and direct shear box tests on an unsaturated compacted soil with suction and water content measurements due to soaking are first presented. The compressibility, strength and dilatancy characteristics are discussed on the basis of the experimental results, paying attention to the initial water contents and the normal stresses. Then, a simplified relationship for rationally predicting the collapse settlement under one-dimensional compression condition is presented based on the experimental considerations. The applicability of the empirical relationship presented is finally discussed by comparison with the experimental data obtained by one-dimensional compression tests. Copyright ASCE 2006.

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BT - Proceedings of the Fourth International Conference on Unsaturated Soils

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An empirical relationship for predicting soil collapsibility due to soaking under compression and shear

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