Analytical Model for Fracture Grouting in Sand-Reference-Cited by-同舟云学术

Analytical Model for Fracture Grouting in Sand

Published:2011-06 Issue:6 Volume:137 Page:611-620
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bezuijen A.¹²³⁴⁵,te Grotenhuis R.¹²³⁴⁵,van Tol A. F.¹²³⁴⁵,Bosch J. W.¹²³⁴⁵,Haasnoot J. K.¹²³⁴⁵

Affiliation:

1. Expertise Manager, Deltares, Delft Univ. of Technology, P.O. Box 177, 2600 MH Delft, Netherlands (corresponding author).

2. Consultant, Rebelgroup Advisory B.V., Wijnhaven 3-O3011 WG Rotterdam, Netherlands.

3. Professor, Deltares, Delft Univ. of Technology, PO. Box 177, 2600 MH Delft, Netherlands.

4. Professor, Delft Univ. of Technology, PO. Box 5048, 2600 GA Delft, Netherlands.

5. Consultant, Crux Engineering B.V., Asterweg 20 L1 NL 1031 HN Amsterdam, Netherlands.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0000465

Reference34 articles.

1. Factors Affecting Long-Term Efficiency of Compensation Grouting in Clays

2. Bezuijen A. (2010). “Compensation grouting in sand. Experiments field investigations and mechanisms.” Ph.D. thesis Delft Univ. of Technology.

3. Bezuijen A. Kaalberg F. J. Kleinlugtenbelt R. E. and Roggeveld R. P. (2009a). “Corrective grouting to restore pile foundations Vijzelgracht Amsterdam.” Proc. 17th Int. Conf. of Soil Mechanics and Geotechnical Engineering IOS Press Amsterdam 2449–2452.

4. Bezuijen A. Kleinlugtenbelt R. and van Tol A. F. (2006). “Laboratory tests compaction or compensation grouting.” Proc. 5th Int. Conf. on Physical Modeling ISSMGE Hong Kong 1245–1251.

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