Various Flow Equations to Model the New Soil Improvement Method Biogrout

W. K. van Wijngaarden (), F. J. Vermolen (), G. A. M. van Meurs () and C. Vuik ()
Additional contact information
W. K. van Wijngaarden: Deltares, unit Geo Engineering
F. J. Vermolen: Delft University of Technology, Delft Institute of Applied Mathematics
G. A. M. van Meurs: Deltares, unit Geo Engineering
C. Vuik: Delft University of Technology, Delft Institute of Applied Mathematics

A chapter in Numerical Mathematics and Advanced Applications 2011, 2013, pp 633-641 from Springer

Abstract: Abstract We consider a mathematical model for Biogrout, which is a novel soil reinforcement technique based on Microbially Induced Carbonated Precipitation. We focus on an adaptation of the flow equation such that mass is conserved instead of volume. The adaptation is validated by a mass balance. Some numerical simulations are presented and used for the discussion on the various adjustments of the flow equation.

Keywords: Calcium Carbonate; Calcium Chloride; Ammonium Chloride; Carbonate Precipitation; Mass Balance Calculation (search for similar items in EconPapers)
Date: 2013
References: Add references at CitEc
Citations:

There are no downloads for this item, see the EconPapers FAQ for hints about obtaining it.

Related works:
This item may be available elsewhere in EconPapers: Search for items with the same title.

Export reference: BibTeX RIS (EndNote, ProCite, RefMan) HTML/Text

Persistent link: https://EconPapers.repec.org/RePEc:spr:sprchp:978-3-642-33134-3_67

Ordering information: This item can be ordered from
http://www.springer.com/9783642331343

DOI: 10.1007/978-3-642-33134-3_67

Access Statistics for this chapter

More chapters in Springer Books from Springer
Bibliographic data for series maintained by Sonal Shukla () and Springer Nature Abstracting and Indexing ().