Considerations on multidimensional consolidation inverse analysis

Shin-ichi Nishimura, A. Murakami, Y. Murayama

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

This chapter focuses on a multidimensional consolidation inverse analysis. The effects of the measured pore water pressure and the assumption of anisotropy are investigated. An elastoplastic hypothetical ground is analyzed to check the proposed analytical method. The hypothetical observation data are obtained based on the Sekiguchi-Ohtaelasto-plastic model. The effectiveness of the observed pore water pressure is proved; vertical and lateral displacements and pore water pressure are predicted well with the observed pore water pressure. The laboratory anisotropic consolidation tests are also analyzed, because accurate measurements are necessary for the development of the method. The measured deformation and pore pressure obtained in the tests are used for the inverse analysis. According to the results of this analysis; it is shown that the measured pore water pressure and assumption of anisotropy work well, to predict the future consolidation behavior.

Original languageEnglish
Title of host publicationInverse Problems in Engineering Mechanics IV
PublisherElsevier Ltd.
Pages333-342
Number of pages10
ISBN (Print)9780080442686
DOIs
Publication statusPublished - Nov 2003

Fingerprint

Consolidation
Water
Anisotropy
Pore pressure
Plastics

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Nishimura, S., Murakami, A., & Murayama, Y. (2003). Considerations on multidimensional consolidation inverse analysis. In Inverse Problems in Engineering Mechanics IV (pp. 333-342). Elsevier Ltd.. https://doi.org/10.1016/B978-008044268-6/50039-9

Considerations on multidimensional consolidation inverse analysis. / Nishimura, Shin-ichi; Murakami, A.; Murayama, Y.

Inverse Problems in Engineering Mechanics IV. Elsevier Ltd., 2003. p. 333-342.

Research output: Chapter in Book/Report/Conference proceedingChapter

Nishimura, S, Murakami, A & Murayama, Y 2003, Considerations on multidimensional consolidation inverse analysis. in Inverse Problems in Engineering Mechanics IV. Elsevier Ltd., pp. 333-342. https://doi.org/10.1016/B978-008044268-6/50039-9
Nishimura S, Murakami A, Murayama Y. Considerations on multidimensional consolidation inverse analysis. In Inverse Problems in Engineering Mechanics IV. Elsevier Ltd. 2003. p. 333-342 https://doi.org/10.1016/B978-008044268-6/50039-9
Nishimura, Shin-ichi ; Murakami, A. ; Murayama, Y. / Considerations on multidimensional consolidation inverse analysis. Inverse Problems in Engineering Mechanics IV. Elsevier Ltd., 2003. pp. 333-342
@inbook{f0794577c021469d9711a7db4b41c084,
title = "Considerations on multidimensional consolidation inverse analysis",
abstract = "This chapter focuses on a multidimensional consolidation inverse analysis. The effects of the measured pore water pressure and the assumption of anisotropy are investigated. An elastoplastic hypothetical ground is analyzed to check the proposed analytical method. The hypothetical observation data are obtained based on the Sekiguchi-Ohtaelasto-plastic model. The effectiveness of the observed pore water pressure is proved; vertical and lateral displacements and pore water pressure are predicted well with the observed pore water pressure. The laboratory anisotropic consolidation tests are also analyzed, because accurate measurements are necessary for the development of the method. The measured deformation and pore pressure obtained in the tests are used for the inverse analysis. According to the results of this analysis; it is shown that the measured pore water pressure and assumption of anisotropy work well, to predict the future consolidation behavior.",
author = "Shin-ichi Nishimura and A. Murakami and Y. Murayama",
year = "2003",
month = "11",
doi = "10.1016/B978-008044268-6/50039-9",
language = "English",
isbn = "9780080442686",
pages = "333--342",
booktitle = "Inverse Problems in Engineering Mechanics IV",
publisher = "Elsevier Ltd.",

}

TY - CHAP

T1 - Considerations on multidimensional consolidation inverse analysis

AU - Nishimura, Shin-ichi

AU - Murakami, A.

AU - Murayama, Y.

PY - 2003/11

Y1 - 2003/11

N2 - This chapter focuses on a multidimensional consolidation inverse analysis. The effects of the measured pore water pressure and the assumption of anisotropy are investigated. An elastoplastic hypothetical ground is analyzed to check the proposed analytical method. The hypothetical observation data are obtained based on the Sekiguchi-Ohtaelasto-plastic model. The effectiveness of the observed pore water pressure is proved; vertical and lateral displacements and pore water pressure are predicted well with the observed pore water pressure. The laboratory anisotropic consolidation tests are also analyzed, because accurate measurements are necessary for the development of the method. The measured deformation and pore pressure obtained in the tests are used for the inverse analysis. According to the results of this analysis; it is shown that the measured pore water pressure and assumption of anisotropy work well, to predict the future consolidation behavior.

AB - This chapter focuses on a multidimensional consolidation inverse analysis. The effects of the measured pore water pressure and the assumption of anisotropy are investigated. An elastoplastic hypothetical ground is analyzed to check the proposed analytical method. The hypothetical observation data are obtained based on the Sekiguchi-Ohtaelasto-plastic model. The effectiveness of the observed pore water pressure is proved; vertical and lateral displacements and pore water pressure are predicted well with the observed pore water pressure. The laboratory anisotropic consolidation tests are also analyzed, because accurate measurements are necessary for the development of the method. The measured deformation and pore pressure obtained in the tests are used for the inverse analysis. According to the results of this analysis; it is shown that the measured pore water pressure and assumption of anisotropy work well, to predict the future consolidation behavior.

UR - http://www.scopus.com/inward/record.url?scp=84902406385&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84902406385&partnerID=8YFLogxK

U2 - 10.1016/B978-008044268-6/50039-9

DO - 10.1016/B978-008044268-6/50039-9

M3 - Chapter

SN - 9780080442686

SP - 333

EP - 342

BT - Inverse Problems in Engineering Mechanics IV

PB - Elsevier Ltd.

ER -