Donovan Mujah
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Donovan Mujah has a total of 16 co-authors. Here are the top co-authors by number of shared publications:
- Fauziah Ahmad
School of Civil Engineering Universiti Sains Malaysia 14300 Nibong Tebal Malaysia
3 shared publications H. Hazarika
Kyushu University
2 shared publicationsHemanta Hazarika
2 shared publicationsLiang Cheng
Department of Civil Engineering, Curtin University, Perth, WA, Australia
2 shared publications- Mohamed A. Shahin
School of Civil and Mechanical Engineering, Curtin University, Perth, WA 6102, Australia
2 shared publications A. Safari
1 shared publication
Latest Publications
- Top Cited Papers
- 1 January 2017
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical and Geoenvironmental Engineering
- Vol. 143 (1)
Influence of Key Environmental Conditions on Microbially Induced Cementation for Soil Stabilization
Microbially induced calcite precipitation (MICP) is a sustainable biological ground improvement technique that is capable of altering and improving soil mechanical and geotechnical engineering properties. In this paper, laboratory column studies were used to examine the effects of some key environmental parameters on ureolytic MICP mediated soils, including the impact of urease concentrations, temperature, rainwater flushing, oil contamination, and freeze–thaw cycling. The results indicate that an effective crystal precipitation pattern can be obtained at low urease activity and ambient temperature, resulting in high improvement in soil unconfined compressive strength (UCS). The microstructural images of such crystals showed agglomerated large clusters filling the gaps between the soil grains, leading to effective crystals formation. The rainwater flushing was detrimental to the biocementation process. The results also indicate that traditional MICP treatment by the two-phase injection method did ...
- 1 January 2017
- Published by American Society of Civil Engineers (ASCE) in Journal of Geotechnical and Geoenvironmental Engineering
- Vol. 143 (1)
Top Cited PapersInfluence of Key Environmental Conditions on Microbially Induced Cementation for Soil Stabilization
Microbially induced calcite precipitation (MICP) is a sustainable biological ground improvement technique that is capable of altering and improving soil mechanical and geotechnical engineering properties. In this paper, laboratory column studies were used to examine the effects of some key environmental parameters on ureolytic MICP mediated soils, including the impact of urease concentrations, temperature, rainwater flushing, oil contamination, and freeze–thaw cycling. The results indicate that an effective crystal precipitation pattern can be obtained at low urease activity and ambient temperature, resulting in high improvement in soil unconfined compressive strength (UCS). The microstructural images of such crystals showed agglomerated large clusters filling the gaps between the soil grains, leading to effective crystals formation. The rainwater flushing was detrimental to the biocementation process. The results also indicate that traditional MICP treatment by the two-phase injection method did ...
- Top Cited Papers
- 18 December 2016
- Published by Taylor & Francis in Geomicrobiology Journal
- Vol. 34 (6) , 524-537
State-of-the-Art Review of Biocementation by Microbially Induced Calcite Precipitation (MICP) for Soil Stabilization
- 18 December 2016
- Published by Taylor & Francis in Geomicrobiology Journal
- Vol. 34 (6) , 524-537
Top Cited PapersState-of-the-Art Review of Biocementation by Microbially Induced Calcite Precipitation (MICP) for Soil Stabilization
- 1 July 2016
- Published by Springer Nature in Soil Mechanics and Foundation Engineering
- Vol. 53 (3) , 152-157
Soil Arching Effect in Sand Reinforced with Micropiles Under Lateral Load
- 1 July 2016
- Published by Springer Nature in Soil Mechanics and Foundation Engineering
- Vol. 53 (3) , 152-157
Soil Arching Effect in Sand Reinforced with Micropiles Under Lateral Load
- 1 January 2016
- Published by SWGE Sistemas Ltda
Performance of biocemented sand under various environmental conditions
- 1 January 2016
- Published by SWGE Sistemas Ltda
Performance of biocemented sand under various environmental conditions
- 1 January 2016
- Published by Springer Nature in Soil Mechanics and Foundation Engineering
- Vol. 52 (6) , 317-321
Numerical Modelling of the Consolidation Behavior of Peat Soil Improved by Sand Columns
- 1 January 2016
- Published by Springer Nature in Soil Mechanics and Foundation Engineering
- Vol. 52 (6) , 317-321
Numerical Modelling of the Consolidation Behavior of Peat Soil Improved by Sand Columns
- 1 January 2016
- Published by Elsevier in Journal of Cleaner Production
- Vol. 112, 712-722
Compressive strength and chloride resistance of grout containing ground palm oil fuel ash
- 1 January 2016
- Published by Elsevier in Journal of Cleaner Production
- Vol. 112, 712-722
Compressive strength and chloride resistance of grout containing ground palm oil fuel ash
- 1 May 2015
- Published by Elsevier in Journal of Cleaner Production
- Vol. 95, 89-100
Performance evaluation of the soft soil reinforced ground palm oil fuel ash layer composite
- 1 May 2015
- Published by Elsevier in Journal of Cleaner Production
- Vol. 95, 89-100
Performance evaluation of the soft soil reinforced ground palm oil fuel ash layer composite
- 1 August 2013
- Published by Elsevier in Journal of Cleaner Production
- Vol. 52, 495-503
Evaluation of the mechanical properties of recycled glass fibers-derived three dimensional geomaterial for ground improvement
- 1 August 2013
- Published by Elsevier in Journal of Cleaner Production
- Vol. 52, 495-503
Evaluation of the mechanical properties of recycled glass fibers-derived three dimensional geomaterial for ground improvement
- 1 January 2013
- Published by Research Publishing Services
Multirow Arrangement Of Laterally Loaded Passive Piles In Sand
- 1 January 2013
- Published by Research Publishing Services
Multirow Arrangement Of Laterally Loaded Passive Piles In Sand
- 1 November 2012
- Published by Elsevier in Journal of Cleaner Production
- Vol. 35, 102-107
Assessing the potential reuse of recycled glass fibre in problematic soil applications
- 1 November 2012
- Published by Elsevier in Journal of Cleaner Production
- Vol. 35, 102-107
Assessing the potential reuse of recycled glass fibre in problematic soil applications