Evaluating geoparameters of Maine sensitive clay by CPTU

P. W. Mayne; P. Paniagua; B. Di Buò; S. S. Agaiby

doi:10.1201/9781003308829-79

Evaluating geoparameters of Maine sensitive clay by CPTU

P. W. Mayne, P. Paniagua, B. Di Buò, S. S. Agaiby

Rakennustekniikka

Tutkimustuotos: Konferenssiartikkeli › Scientific › vertaisarvioitu

4 Lataukset (Pure)

Abstrakti

Using two sets of analytical solutions for CPTU in clays, a suite of theoretically-consistent geoparameters is shown to be in good agreement with independent laboratory and field test results obtained on sensitive Presumpscot clay in Portland, Maine, USA. Fall cone tests indicate a mean sensitivity of S_t ≈ 37. Values of undrained rigidity index (I_R ), undrained shear strength (s_u ), and yield stress ratio (YSR) are provided by a modified spherical cavity expansion-critical state hybrid model while an effective stress limit plasticity solution is utilized to assess the effective friction angle of the sensitive clay at both peak strength [ϕ' at q_max ] and also at maximum obliquity [ϕ' at (σ₁ '/σ₃ ')_max ]. A CPTU screening method that uses three simplified equations for YSR helps to identify that the clay is sensitive.

Alkuperäiskieli	Englanti
Otsikko	Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022
Toimittajat	Guido Gottardi, Laura Tonni
Kustantaja	CRC Press/Balkema
Sivut	552-558
Sivumäärä	7
ISBN (elektroninen)	9781003308829
DOI - pysyväislinkit	https://doi.org/10.1201/9781003308829-79
Tila	Julkaistu - 2022
OKM-julkaisutyyppi	A4 Artikkeli konferenssijulkaisussa
Tapahtuma	International Symposium on Cone Penetration Testing - Bologna, Italia Kesto: 8 kesäk. 2022 → 10 kesäk. 2022 Konferenssinumero: 5 https://cpt22.org/

Julkaisusarja

Nimi	Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022

Conference

Conference	International Symposium on Cone Penetration Testing
Lyhennettä	CPT’22
Maa/Alue	Italia
Kaupunki	Bologna
Ajanjakso	8/06/22 → 10/06/22
www-osoite	https://cpt22.org/

Julkaisufoorumi-taso

Jufo-taso 1

!!ASJC Scopus subject areas

Materials Science(all)

Pääsy asiakirjaan

10.1201/9781003308829-79Lisenssi: CC BY-NC-ND

10.1201_9781003308829-79_chapterpdfFinal published version, 1,22 MBLisenssi: CC BY-NC-ND

https://urn.fi/URN:NBN:fi:tuni-202302072115Lisenssi: CC BY-NC-ND

Siteeraa tätä

Mayne, P. W., Paniagua, P., Di Buò, B., & Agaiby, S. S. (2022). Evaluating geoparameters of Maine sensitive clay by CPTU. teoksessa G. Gottardi, & L. Tonni (Toimittajat), Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022 (Sivut 552-558). (Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022). CRC Press/Balkema. https://doi.org/10.1201/9781003308829-79

Mayne, P. W. ; Paniagua, P. ; Di Buò, B. et al. / Evaluating geoparameters of Maine sensitive clay by CPTU. Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022. Toimittaja / Guido Gottardi ; Laura Tonni. CRC Press/Balkema, 2022. Sivut 552-558 (Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022).

@inproceedings{b2942a3301d74f578d43895cfbf7c7ef,

title = "Evaluating geoparameters of Maine sensitive clay by CPTU",

abstract = "Using two sets of analytical solutions for CPTU in clays, a suite of theoretically-consistent geoparameters is shown to be in good agreement with independent laboratory and field test results obtained on sensitive Presumpscot clay in Portland, Maine, USA. Fall cone tests indicate a mean sensitivity of St ≈ 37. Values of undrained rigidity index (IR ), undrained shear strength (su ), and yield stress ratio (YSR) are provided by a modified spherical cavity expansion-critical state hybrid model while an effective stress limit plasticity solution is utilized to assess the effective friction angle of the sensitive clay at both peak strength [ϕ' at qmax ] and also at maximum obliquity [ϕ' at (σ1 '/σ3 ')max ]. A CPTU screening method that uses three simplified equations for YSR helps to identify that the clay is sensitive.",

author = "Mayne, {P. W.} and P. Paniagua and {Di Bu{\`o}}, B. and Agaiby, {S. S.}",

note = "Funding Information: The first author extends appreciation to ConeTec Group of Burnaby, BC for providing funds to Georgia Tech on in-situ research activities. Publisher Copyright: {\textcopyright} 2022 the Author(s).; International Symposium on Cone Penetration Testing, CPT{\textquoteright}22 ; Conference date: 08-06-2022 Through 10-06-2022",

year = "2022",

doi = "10.1201/9781003308829-79",

language = "English",

series = "Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022",

publisher = "CRC Press/Balkema",

pages = "552--558",

editor = "Guido Gottardi and Laura Tonni",

booktitle = "Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022",

url = "https://cpt22.org/",

}

Mayne, PW, Paniagua, P, Di Buò, B & Agaiby, SS 2022, Evaluating geoparameters of Maine sensitive clay by CPTU. julkaisussa G Gottardi & L Tonni (toim), Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022. Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022, CRC Press/Balkema, Sivut 552-558, International Symposium on Cone Penetration Testing, Bologna, Italia, 8/06/22. https://doi.org/10.1201/9781003308829-79

Evaluating geoparameters of Maine sensitive clay by CPTU. / Mayne, P. W.; Paniagua, P.; Di Buò, B. et al.
Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022. toim. / Guido Gottardi; Laura Tonni. CRC Press/Balkema, 2022. s. 552-558 (Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022).

Tutkimustuotos: Konferenssiartikkeli › Scientific › vertaisarvioitu

TY - GEN

T1 - Evaluating geoparameters of Maine sensitive clay by CPTU

AU - Mayne, P. W.

AU - Paniagua, P.

AU - Di Buò, B.

AU - Agaiby, S. S.

N1 - Conference code: 5

PY - 2022

Y1 - 2022

N2 - Using two sets of analytical solutions for CPTU in clays, a suite of theoretically-consistent geoparameters is shown to be in good agreement with independent laboratory and field test results obtained on sensitive Presumpscot clay in Portland, Maine, USA. Fall cone tests indicate a mean sensitivity of St ≈ 37. Values of undrained rigidity index (IR ), undrained shear strength (su ), and yield stress ratio (YSR) are provided by a modified spherical cavity expansion-critical state hybrid model while an effective stress limit plasticity solution is utilized to assess the effective friction angle of the sensitive clay at both peak strength [ϕ' at qmax ] and also at maximum obliquity [ϕ' at (σ1 '/σ3 ')max ]. A CPTU screening method that uses three simplified equations for YSR helps to identify that the clay is sensitive.

AB - Using two sets of analytical solutions for CPTU in clays, a suite of theoretically-consistent geoparameters is shown to be in good agreement with independent laboratory and field test results obtained on sensitive Presumpscot clay in Portland, Maine, USA. Fall cone tests indicate a mean sensitivity of St ≈ 37. Values of undrained rigidity index (IR ), undrained shear strength (su ), and yield stress ratio (YSR) are provided by a modified spherical cavity expansion-critical state hybrid model while an effective stress limit plasticity solution is utilized to assess the effective friction angle of the sensitive clay at both peak strength [ϕ' at qmax ] and also at maximum obliquity [ϕ' at (σ1 '/σ3 ')max ]. A CPTU screening method that uses three simplified equations for YSR helps to identify that the clay is sensitive.

U2 - 10.1201/9781003308829-79

DO - 10.1201/9781003308829-79

M3 - Conference contribution

AN - SCOPUS:85145497505

T3 - Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022

SP - 552

EP - 558

BT - Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022

A2 - Gottardi, Guido

A2 - Tonni, Laura

PB - CRC Press/Balkema

T2 - International Symposium on Cone Penetration Testing

Y2 - 8 June 2022 through 10 June 2022

ER -

Mayne PW, Paniagua P, Di Buò B, Agaiby SS. Evaluating geoparameters of Maine sensitive clay by CPTU. julkaisussa Gottardi G, Tonni L, toimittajat, Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022. CRC Press/Balkema. 2022. s. 552-558. (Cone Penetration Testing 2022 - Proceedings of the 5th International Symposium on Cone Penetration Testing, CPT 2022). doi: 10.1201/9781003308829-79

Evaluating geoparameters of Maine sensitive clay by CPTU

Abstrakti

Julkaisusarja

Conference

Julkaisufoorumi-taso

!!ASJC Scopus subject areas

Pääsy asiakirjaan

Sormenjälki

Siteeraa tätä