Keyword search (4,163 papers available)

"Mulligan CN" Authored Publications:

Title Authors PubMed ID
1 Evaluation and Utilization of Aged Bacteria in MICP Technology Fukue M; Lechowicz Z; Mulligan CN; Takeuchi S; Takeuchi H; 41900613
ENCS
2 Metal Exposure, Bioaccumulation, and Toxicity Assessment in Sediments from the St. Lawrence River Before and After Remediation Using a Resuspension Technique Javid M; Mulligan CN; Lefranc M; Rosabal Rodriguez M; 40559906
ENCS
3 Sustainable Recovery of Critical Minerals from Wastes by Green Biosurfactants: A Review Deravian B; Mulligan CN; 40509347
ENCS
4 Mineral Carbonation for Carbon Sequestration: A Case for MCP and MICP Wilcox SM; Mulligan CN; Neculita CM; 40076853
ENCS
5 Integration of Membrane-Based Pretreatment Methods with Pressure-Retarded Osmosis for Performance Enhancement: A Review Pakdaman S; Nouri G; Mulligan CN; Nasiri F; 40077246
ENCS
6 Properties and Behavior of Sandy Soils by a New Interpretation of MICP Fukue M; Lechowicz Z; Mulligan CN; Takeuchi S; Fujimori Y; Emori K; 40004331
ENCS
7 Oil spills in coastal regions of the Arctic and Subarctic: Environmental impacts, response tactics, and preparedness Bi H; Wang Z; Yue R; Sui J; Mulligan CN; Lee K; Pegau S; Chen Z; An C; 39689468
ENCS
8 Microbially Induced Calcium Carbonate Precipitation as a Bioremediation Technique for Mining Waste Wilcox SM; Mulligan CN; Neculita CM; 38393202
ENCS
9 Preparation, characteristics, and performance of the microemulsion system in the removal of oil from beach sand Bi H; Mulligan CN; Lee K; An C; Wen J; Yang X; Lyu L; Qu Z; 37399736
ENCS
10 Inhibited and Retarded Behavior by Ca2+ and Ca2+/OD Loading Rate on Ureolytic Bacteria in MICP Process Fukue M; Lechowicz Z; Fujimori Y; Emori K; Mulligan CN; 37176240
ENCS
11 Removal of Nutrients from Water Using Biosurfactant Micellar-Enhanced Ultrafiltration Binte Rafiq Era S; Mulligan CN; 36838547
ENCS
12 Surfactant-enhanced mobilization of persistent organic pollutants: Potential for soil and sediment remediation and unintended consequences Bolan S; Padhye LP; Mulligan CN; Alonso ER; Saint-Fort R; Jasemizad T; Wang C; Zhang T; Rinklebe J; Wang H; Siddique KHM; Kirkham MB; Bolan N; 36265382
ENCS
13 Utilization of a biosurfactant foam/nanoparticle mixture for treatment of oil pollutants in soil Vu KA; Mulligan CN; 35834082
ENCS
14 Remediation of oil-contaminated soil using Fe/Cu nanoparticles and biosurfactants Vu KA; Mulligan CN; 35361056
ENCS
15 Incorporation of Optical Density into the Blending Design for a Biocement Solution Fukue M; Lechowicz Z; Fujimori Y; Emori K; Mulligan CN; 35269187
ENCS
16 Feasibility of Pressure-Retarded Osmosis for Electricity Generation at Low Temperatures Abbasi-Garravand E; Mulligan CN; 34436319
ENCS
17 Exploring the use of alginate hydrogel coating as a new initiative for emergent shoreline oiling prevention Bi H; An C; Mulligan CN; Wang Z; Zhang B; Lee K; 34346356
ENCS
18 Filtration for improving surface water quality of a eutrophic lake. Palakkeel Veetil D, Arriagada EC, Mulligan CN, Bhat S 33310244
ENCS
19 Start-up of oxygen-limited autotrophic partial nitrification-anammox process for treatment of nitrite-free wastewater in a single-stage hybrid bioreactor. Hosseinpour B, Saborimanesh N, Yerushalmi L, Walsh D, Mulligan CN 31378146
CSFG
20 Pilot-scale application of a single-stage hybrid airlift BioCAST bioreactor for treatment of ammonium from nitrite-limited wastewater by a partial nitrification/anammox process. Saborimanesh N, Walsh D, Yerushalmi L, Arriagada EC, Mulligan CN 31267396
BIOLOGY
21 An eco-friendly method for heavy metal removal from mine tailings. Arab F, Mulligan CN 29594884
ENCS

 

Title:Evaluation and Utilization of Aged Bacteria in MICP Technology
Authors:Fukue MLechowicz ZMulligan CNTakeuchi STakeuchi H
Link:https://pubmed.ncbi.nlm.nih.gov/41900613/
DOI:10.3390/ma19061122
Publication:Materials (Basel, Switzerland)
Keywords:MICP processaged microorganismsapparent viability rate (Rcv)carbonate precipitation rate (CPR)cell viabilitydiffuse double layeroptical density (OD)soil-biocement solution (BCS) system
PMID:41900613 Category: Date Added:2026-03-28
Dept Affiliation: ENCS
1 Japanese Geotechnical Association for Housing Disaster Prevention, 1622, Oshikiri, Shimizu-ku, Shizuoka 424-0008, Japan.
2 Department of Geotechnical Engineering, Institute of Civil Engineering, Warsaw University of Life Sciences, Nowoursynowska 159, 02-776 Warsaw, Poland.
3 Department of Building, Civil and Environmental Engineering, Concordia University, 1455 de Maisonneuve Blvd. W., Montreal, QC H3G 1M8, Canada.
4 Fudo Tetra Co., 7-2, Koami-Cho, Nihonbashi, Chuo-ku, Tokyo 103-0016, Japan.

Description:

As a response to aging of cultured urease-producing microorganisms, the blending method was examined to obtain the required carbonate production amount using the apparent viability (Rcv) based on previous research. As a result, a significantly higher carbonate content than the amount of CaCl2 2H2O used was produced. Since this trend has been obtained in previous studies, it was judged that carbonate hydrate was formed. As a next step, a penetration test of soil-biocement-liquid (BCS) was conducted to investigate the properties and behavior of the BCS system, taking into account the microscopic properties of the BCS response. The depth distribution of carbonate content (C) was measured by the acid dissolution method of soil sampled from the specimen. It was assumed that the C-profile was formed by adsorption based on the diffuse double layer of microorganisms. It was shown that the amount of precursor-carbonate (precursor CPR), the optical density (OD) of viable bacteria, and the physical amount of soil adsorbed at that position can be estimated from C obtained at the various depths. In addition, the previously obtained formulas among CPR, viable OD, and Rcv shown are briefly explained in this paper.





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