Effects of partial drainage on the assessment of the soil behaviour type using the CPT

L. V. Doan; B. M. Lehane

Effects of partial drainage on the assessment of the soil behaviour type using the CPT

L. V. Doan, B. M. Lehane

School of Engineering

Research output: Chapter in Book/Conference paper › Conference paper › peer-review

6 Citations (Scopus)

Abstract

This paper presents the results from a series of CPTs performed at various penetration rates in kaolin, two kaolin-sand mixtures and fine silica sand. The CPTs were conducted in laboratory pressure chambers at penetration velocities varying from 0.0002 to 3 mm/s. The measured dependence of cone end resistance (q _t ), sleeve friction (f _s ) and pore pressure (u ₂ ) on penetration rate is used to examine implications for the assessment of soil behavior type from CPT parameters. Element tests using triaxial and direct interfaces tests are used to assist interpretation of the test results.

Original language	English
Title of host publication	Cone Penetration Testing 2018 - Proceedings of the 4th International Symposium on Cone Penetration Testing, CPT 2018
Editors	Michael A. Hicks, Federico Pisano, Joek Peuchen
Place of Publication	Netherlands
Publisher	CRC Press
Pages	275-280
Number of pages	6
ISBN (Print)	9781138584495
Publication status	Published - 1 Jan 2018
Event	4th International Symposium on Cone Penetration Testing, CPT 2018 - Delft, Netherlands Duration: 21 Jun 2018 → 22 Jun 2018

Conference

Conference	4th International Symposium on Cone Penetration Testing, CPT 2018
Country/Territory	Netherlands
City	Delft
Period	21/06/18 → 22/06/18

Cite this

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title = "Effects of partial drainage on the assessment of the soil behaviour type using the CPT",

abstract = " This paper presents the results from a series of CPTs performed at various penetration rates in kaolin, two kaolin-sand mixtures and fine silica sand. The CPTs were conducted in laboratory pressure chambers at penetration velocities varying from 0.0002 to 3 mm/s. The measured dependence of cone end resistance (q t ), sleeve friction (f s ) and pore pressure (u 2 ) on penetration rate is used to examine implications for the assessment of soil behavior type from CPT parameters. Element tests using triaxial and direct interfaces tests are used to assist interpretation of the test results. ",

author = "Doan, {L. V.} and Lehane, {B. M.}",

year = "2018",

month = jan,

day = "1",

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booktitle = "Cone Penetration Testing 2018 - Proceedings of the 4th International Symposium on Cone Penetration Testing, CPT 2018",

publisher = "CRC Press",

note = "4th International Symposium on Cone Penetration Testing, CPT 2018 ; Conference date: 21-06-2018 Through 22-06-2018",

}

Doan, LV & Lehane, BM 2018, Effects of partial drainage on the assessment of the soil behaviour type using the CPT. in MA Hicks, F Pisano & J Peuchen (eds), Cone Penetration Testing 2018 - Proceedings of the 4th International Symposium on Cone Penetration Testing, CPT 2018. CRC Press, Netherlands, pp. 275-280, 4th International Symposium on Cone Penetration Testing, CPT 2018, Delft, Netherlands, 21/06/18.

Effects of partial drainage on the assessment of the soil behaviour type using the CPT. / Doan, L. V.; Lehane, B. M.
Cone Penetration Testing 2018 - Proceedings of the 4th International Symposium on Cone Penetration Testing, CPT 2018. ed. / Michael A. Hicks; Federico Pisano; Joek Peuchen. Netherlands: CRC Press, 2018. p. 275-280.

Research output: Chapter in Book/Conference paper › Conference paper › peer-review

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T1 - Effects of partial drainage on the assessment of the soil behaviour type using the CPT

AU - Doan, L. V.

AU - Lehane, B. M.

PY - 2018/1/1

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N2 - This paper presents the results from a series of CPTs performed at various penetration rates in kaolin, two kaolin-sand mixtures and fine silica sand. The CPTs were conducted in laboratory pressure chambers at penetration velocities varying from 0.0002 to 3 mm/s. The measured dependence of cone end resistance (q t ), sleeve friction (f s ) and pore pressure (u 2 ) on penetration rate is used to examine implications for the assessment of soil behavior type from CPT parameters. Element tests using triaxial and direct interfaces tests are used to assist interpretation of the test results.

AB - This paper presents the results from a series of CPTs performed at various penetration rates in kaolin, two kaolin-sand mixtures and fine silica sand. The CPTs were conducted in laboratory pressure chambers at penetration velocities varying from 0.0002 to 3 mm/s. The measured dependence of cone end resistance (q t ), sleeve friction (f s ) and pore pressure (u 2 ) on penetration rate is used to examine implications for the assessment of soil behavior type from CPT parameters. Element tests using triaxial and direct interfaces tests are used to assist interpretation of the test results.

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M3 - Conference paper

AN - SCOPUS:85061302028

SN - 9781138584495

SP - 275

EP - 280

BT - Cone Penetration Testing 2018 - Proceedings of the 4th International Symposium on Cone Penetration Testing, CPT 2018

A2 - Hicks, Michael A.

A2 - Pisano, Federico

A2 - Peuchen, Joek

PB - CRC Press

CY - Netherlands

T2 - 4th International Symposium on Cone Penetration Testing, CPT 2018

Y2 - 21 June 2018 through 22 June 2018

ER -

Effects of partial drainage on the assessment of the soil behaviour type using the CPT

Abstract

Conference

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