Strengthening of Korean residual soil with ??-1,3/1,6-glucan biopolymer

A Maghchiche; A Haouam; B Immirzi; Département De; Faculté De; Université El; Hadj Lakhdar; Ilhan. Chang; Awlia Kharis Prasidhi; Gun-wook Joo; Gye-Chun. Chun Cho; Technical Papers; Heike Nolte; Sabine John; Olav Smidsred; Bjern T Stokke; James K Mitchell; Hon M Asce; J Carlos Santamarina; M Asce; Sharqia Desert; Mohsin U. Qureshi; Ilhan. Chang; Khaloud Al-sadarani; Jooyoung Im; Ilhan. Chang; Gye-Chun. Chun Cho; Glen a Lorenzo; Dennes T Bergado; Klaus Lorenz; Rattan Lal; Caroline M. Preston; Klaas G.J. Nierop; Éric Lichtfouse; Claire Chenu; François Baudin; Claudette Leblond; Martine Da Silva; Françoise Behar; Sylvie Derenne; Claude Largeau; Patrick Wehrung; Pierre Albrecht; Nima Latifi; Christopher L. Meehan; M Asce; Suksun Horpibulsuk; Christopher L. Meehan; Muhd Zaimi Abd Majid; Mahmood Md Tahir

doi:10.1016/j.conbuildmat.2014.12.116

Strengthening of Korean residual soil with ??-1,3/1,6-glucan biopolymer

A Maghchiche, A Haouam, B Immirzi, Département De, Faculté De, Université El, Hadj Lakhdar, Ilhan. Chang, Awlia Kharis Prasidhi, Gun-wook Joo, Gye-Chun. Chun Cho, Technical Papers, Heike Nolte, Sabine John, Olav Smidsred, Bjern T Stokke, James K Mitchell, Hon M Asce, J Carlos Santamarina, M AsceSharqia Desert, Mohsin U. Qureshi, Ilhan. Chang, Khaloud Al-sadarani, Jooyoung Im, Ilhan. Chang, Gye-Chun. Chun Cho, Glen a Lorenzo, Dennes T Bergado, Klaus Lorenz, Rattan Lal, Caroline M. Preston, Klaas G.J. Nierop, Éric Lichtfouse, Claire Chenu, François Baudin, Claudette Leblond, Martine Da Silva, Françoise Behar, Sylvie Derenne, Claude Largeau, Patrick Wehrung, Pierre Albrecht, Nima Latifi, Christopher L. Meehan, M Asce, Suksun Horpibulsuk, Christopher L. Meehan, Muhd Zaimi Abd Majid, Mahmood Md Tahir

Research output: Contribution to journal › Article › peer-review

3 Scopus citations

Abstract

There is currently a significant focus on developing offshore wind power in the UK and Europe. The most common foundation type for wind turbines is a single large diameter pile, termed a monopile, on which the turbine is located. As the diameter of such piles is envisaged to increase in future installations, there are concerns that current design methods are not applicable. To explore this problem, the joint industry project PISA has been established, with the aim to develop a new design framework for laterally loaded piles utilised in the offshore wind industry, based on new theoretical developments, numerical modelling and large scale field pile testing. This paper presents an overview of numerical modelling undertaken as part of the project.

Original language	English (US)
Number of pages	6
Journal	Journal of Geotechnical and Geoenvironmental Engineering
DOIs	https://doi.org/10.1016/j.conbuildmat.2014.12.116
State	Published - 2016

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Maghchiche, A., Haouam, A., Immirzi, B., De, D., De, F., El, U., Lakhdar, H., Chang, I., Prasidhi, A. K., Joo, G., Cho, G.-C. C., Papers, T., Nolte, H., John, S., Smidsred, O., Stokke, B. T., Mitchell, J. K., Asce, H. M., Santamarina, J. C., ... Tahir, M. M. (2016). Strengthening of Korean residual soil with ??-1,3/1,6-glucan biopolymer. Journal of Geotechnical and Geoenvironmental Engineering. https://doi.org/10.1016/j.conbuildmat.2014.12.116

@article{a2d242cfa3ee463bbccea05f44630cf3,

title = "Strengthening of Korean residual soil with ??-1,3/1,6-glucan biopolymer",

abstract = "There is currently a significant focus on developing offshore wind power in the UK and Europe. The most common foundation type for wind turbines is a single large diameter pile, termed a monopile, on which the turbine is located. As the diameter of such piles is envisaged to increase in future installations, there are concerns that current design methods are not applicable. To explore this problem, the joint industry project PISA has been established, with the aim to develop a new design framework for laterally loaded piles utilised in the offshore wind industry, based on new theoretical developments, numerical modelling and large scale field pile testing. This paper presents an overview of numerical modelling undertaken as part of the project.",

author = "A Maghchiche and A Haouam and B Immirzi and D{\'e}partement De and Facult{\'e} De and Universit{\'e} El and Hadj Lakhdar and Ilhan. Chang and Prasidhi, {Awlia Kharis} and Gun-wook Joo and Cho, {Gye-Chun. Chun} and Technical Papers and Heike Nolte and Sabine John and Olav Smidsred and Stokke, {Bjern T} and Mitchell, {James K} and Asce, {Hon M} and Santamarina, {J Carlos} and M Asce and Sharqia Desert and Qureshi, {Mohsin U.} and Ilhan. Chang and Khaloud Al-sadarani and Jooyoung Im and Ilhan. Chang and Cho, {Gye-Chun. Chun} and Lorenzo, {Glen a} and Bergado, {Dennes T} and Klaus Lorenz and Rattan Lal and Preston, {Caroline M.} and Nierop, {Klaas G.J.} and {\'E}ric Lichtfouse and Claire Chenu and Fran{\c c}ois Baudin and Claudette Leblond and {Da Silva}, Martine and Fran{\c c}oise Behar and Sylvie Derenne and Claude Largeau and Patrick Wehrung and Pierre Albrecht and Nima Latifi and Meehan, {Christopher L.} and M Asce and Suksun Horpibulsuk and Meehan, {Christopher L.} and {Abd Majid}, {Muhd Zaimi} and Tahir, {Mahmood Md}",

year = "2016",

doi = "10.1016/j.conbuildmat.2014.12.116",

language = "English (US)",

journal = "Journal of Geotechnical and Geoenvironmental Engineering",

issn = "1943-5606",

publisher = "American Society of Civil Engineers (ASCE)",

}

Maghchiche, A, Haouam, A, Immirzi, B, De, D, De, F, El, U, Lakhdar, H, Chang, I, Prasidhi, AK, Joo, G, Cho, G-CC, Papers, T, Nolte, H, John, S, Smidsred, O, Stokke, BT, Mitchell, JK, Asce, HM, Santamarina, JC, Asce, M, Desert, S, Qureshi, MU, Chang, I, Al-sadarani, K, Im, J, Chang, I, Cho, G-CC, Lorenzo, GA, Bergado, DT, Lorenz, K, Lal, R, Preston, CM, Nierop, KGJ, Lichtfouse, É, Chenu, C, Baudin, F, Leblond, C, Da Silva, M, Behar, F, Derenne, S, Largeau, C, Wehrung, P, Albrecht, P, Latifi, N, Meehan, CL, Asce, M, Horpibulsuk, S, Meehan, CL, Abd Majid, MZ & Tahir, MM 2016, 'Strengthening of Korean residual soil with ??-1,3/1,6-glucan biopolymer', Journal of Geotechnical and Geoenvironmental Engineering. https://doi.org/10.1016/j.conbuildmat.2014.12.116

TY - JOUR

T1 - Strengthening of Korean residual soil with ??-1,3/1,6-glucan biopolymer

AU - Maghchiche, A

AU - Haouam, A

AU - Immirzi, B

AU - De, Département

AU - De, Faculté

AU - El, Université

AU - Lakhdar, Hadj

AU - Chang, Ilhan.

AU - Prasidhi, Awlia Kharis

AU - Joo, Gun-wook

AU - Cho, Gye-Chun. Chun

AU - Papers, Technical

AU - Nolte, Heike

AU - John, Sabine

AU - Smidsred, Olav

AU - Stokke, Bjern T

AU - Mitchell, James K

AU - Asce, Hon M

AU - Santamarina, J Carlos

AU - Asce, M

AU - Desert, Sharqia

AU - Qureshi, Mohsin U.

AU - Chang, Ilhan.

AU - Al-sadarani, Khaloud

AU - Im, Jooyoung

AU - Chang, Ilhan.

AU - Cho, Gye-Chun. Chun

AU - Lorenzo, Glen a

AU - Bergado, Dennes T

AU - Lorenz, Klaus

AU - Lal, Rattan

AU - Preston, Caroline M.

AU - Nierop, Klaas G.J.

AU - Lichtfouse, Éric

AU - Chenu, Claire

AU - Baudin, François

AU - Leblond, Claudette

AU - Da Silva, Martine

AU - Behar, Françoise

AU - Derenne, Sylvie

AU - Largeau, Claude

AU - Wehrung, Patrick

AU - Albrecht, Pierre

AU - Latifi, Nima

AU - Meehan, Christopher L.

AU - Asce, M

AU - Horpibulsuk, Suksun

AU - Meehan, Christopher L.

AU - Abd Majid, Muhd Zaimi

AU - Tahir, Mahmood Md

PY - 2016

Y1 - 2016

N2 - There is currently a significant focus on developing offshore wind power in the UK and Europe. The most common foundation type for wind turbines is a single large diameter pile, termed a monopile, on which the turbine is located. As the diameter of such piles is envisaged to increase in future installations, there are concerns that current design methods are not applicable. To explore this problem, the joint industry project PISA has been established, with the aim to develop a new design framework for laterally loaded piles utilised in the offshore wind industry, based on new theoretical developments, numerical modelling and large scale field pile testing. This paper presents an overview of numerical modelling undertaken as part of the project.

AB - There is currently a significant focus on developing offshore wind power in the UK and Europe. The most common foundation type for wind turbines is a single large diameter pile, termed a monopile, on which the turbine is located. As the diameter of such piles is envisaged to increase in future installations, there are concerns that current design methods are not applicable. To explore this problem, the joint industry project PISA has been established, with the aim to develop a new design framework for laterally loaded piles utilised in the offshore wind industry, based on new theoretical developments, numerical modelling and large scale field pile testing. This paper presents an overview of numerical modelling undertaken as part of the project.

U2 - 10.1016/j.conbuildmat.2014.12.116

DO - 10.1016/j.conbuildmat.2014.12.116

M3 - Article

C2 - 10965

SN - 1943-5606

SN - 1944-8368

JO - Journal of Geotechnical and Geoenvironmental Engineering

JF - Journal of Geotechnical and Geoenvironmental Engineering

ER -

Strengthening of Korean residual soil with ??-1,3/1,6-glucan biopolymer

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