Analysis of the consolidation effect of ultra-soft ground via vacuum preloading

B. Xu, T. Noda, S. Yamada

研究成果: Conference contribution

抄録

A soil-water coupled finite element analysis incorporating the macro-element method is carried out to investigate the consolidation effect of ultra-soft soils using the vacuum preloading method. SYS Cam-clay model is employed as the constitutive model. Taking the one-dimensional compression tests and in-situ vane shear tests into consideration, the soil parameters and initial values can be determined correspondingly. The calculation results show that there is a good accordance between the observational and numerical settlements, and the degree of consolidation after 90 days' application of the vacuum pressure is around 61% by predicting the long-term settlement. By reproducing the unconfined compression tests numerically, the undrained shear strength can be determined using the state variables.The variation of undrained shear strength at a depth of 1 meter at different stages of the vacuum preloading shows that the strength of ultra-soft soils increases gradually, which is also very close to the in-situ vane strength.

本文言語English
ホスト出版物のタイトルCivil Engineering and Urban Planning III - Proceedings of the 3rd International Conference on Civil Engineering and Urban Planning, CEUP 2014
出版社CRC Press
ページ63-67
ページ数5
ISBN(印刷版)9781138001251
DOI
出版ステータスPublished - 2014
イベント3rd International Conference on Civil Engineering and Urban Planning, CEUP 2014 - Wuhan, China
継続期間: 2014 6 202014 6 22

出版物シリーズ

名前Civil Engineering and Urban Planning III - Proceedings of the 3rd International Conference on Civil Engineering and Urban Planning, CEUP 2014

Conference

Conference3rd International Conference on Civil Engineering and Urban Planning, CEUP 2014
CountryChina
CityWuhan
Period14/6/2014/6/22

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Geography, Planning and Development

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