Sandy Soil Improvement Using MICP-Based Urease Enzymatic Acceleration Method Monitored by Real-Time System
This paper aims at monitoring the improvement of sandy soil properties with biocementation through the microbially induced calcite precipitation (MICP) method with reaction accelerations by self-developed soybean urease enzymes. In this study, the concentration of calcium ions (Ca2+ ions as CaCl2) i...
Main Authors: | Janjit Iamchaturapatr, Keeratikan Piriyakul, Thanate Ketklin, Gemmina Di Emidio, Aruz Petcherdchoo |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2021-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6905802 |
Similar Items
-
Probability-Based Sensitivity of Service Life of Chloride-Attacked Concrete Structures with Multiple Cover Concrete Repairs
by: Aruz Petcherdchoo
Published: (2018-01-01) -
Sensitivity of Service Life Extension and CO2 Emission due to Repairs by Silane Treatment Applied on Concrete Structures under Time-Dependent Chloride Attack
by: Aruz Petcherdchoo
Published: (2018-01-01) -
Bio-Mediated Sandy Soil Stabilization Using Urease Enzymatic Calcite Precipitation: A Sustainable Solution
by: Srinivasa Reddy V, et al.
Published: (2020-01-01) -
Factors Affecting Permeability Reduction of MICP for Fractured Rock
by: Shuquan Peng, et al.
Published: (2020-07-01) -
Desiccation Cracking Behavior of MICP-Treated Bentonite
by: Mark Vail, et al.
Published: (2019-09-01)