Quantifying Biomediated Ground Improvement by Ureolysis: Large-Scale Biogrout Experiment

Author:

van Paassen Leon A.12334,Ghose Ranajit12334,van der Linden Thomas J. M.12334,van der Star Wouter R. L.12334,van Loosdrecht Mark C. M.12334

Affiliation:

1. Assistant Professor, Dept. of Geotechnology, Delft Univ. of Technology, Delft, Stevinweg 1, P.O. Box 5048, 2600 GA Delft, The Netherlands (corresponding author).

2. Assistant Professor, Dept. of Geotechnology, Delft Univ. of Technology, Delft, Stevinweg 1, P.O. Box 5048, 2600 GA Delft, The Netherlands.

3. Researcher, Dept. of Geo-Engineering, Deltares, Stieltjesweg 2, P.O. Box 177, 2600 MH Delft, The Netherlands.

4. Professor, Dept. of Biotechnology, Delft Univ. of Technology, Julianalaan 67, 2628 BC Delft, The Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference17 articles.

1. British Standard Institution (BSI). (1999). “Code of practice for site investigations.” BS 5930:1999 London.

2. Microbially Induced Cementation to Control Sand Response to Undrained Shear

3. Bio-mediated soil improvement

4. Ghose R. (2002). “High-frequency shear wave reflections from shallow subsoil layers using a vibrator source: Sweep cross-correlation versus deconvolution with groundforce derivative.” Proc. Int. Conf. of the Society of Exploration Geophysics Society of Exploration Geophysicists Tulsa US 1408–1411.

5. Ghose R. Brouwer J. and Nijhof V. (1996). “A portable S-wave vibrator for high-resolution imaging of the shallow subsurface.” Proc. Int. Conf. of the European Association of Geoscientists and Engineers Extended Abstracts Book of the 58th Conf. and Technical Exhibition 3–7 June 1996 Amsterdam The Netherlands EAGE Publications BV Houten The Netherlands M037.

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