Reference health
Development of bio-cemented constructional materials through microbial induced calcite precipitation
21/21 checkable references clean · checked 2026-07-23
Every reference with a DOI in the deposited reference list resolved to a known work in Crossref or DataCite at the dated check, and none carried a retraction, withdrawal, or removal notice.
7 without a DOI — not checked. A reference deposited without a DOI is never matched by title or guessed at; it stays outside the checked set, and this line discloses that.
The 21 checked references that resolve
resolves10.1061/(ASCE)GT.1943-5606.0001586
Influence of Key Environmental Conditions on Microbially Induced Cementation for Soil Stabilization
resolves10.1061/(ASCE)GT.1943-5606.0000787
Experimental Optimization of Microbial-Induced Carbonate Precipitation for Soil Improvement
resolves10.1061/(ASCE)MT.1943-5533.0001013
Factors Affecting Improvement of Engineering Properties of MICP-Treated Soil Catalyzed by Bacteria and Urease
resolves10.1061/(ASCE)1090-0241(2006)132:11(1381)
Microbially Induced Cementation to Control Sand Response to Undrained Shear
resolves10.1061/(ASCE)GT.1943-5606.0001302
Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation
resolves10.1061/(ASCE)MT.1943-5533.0001442
Influence of Fiber Addition on Mechanical Properties of MICP-Treated Sand
resolves10.1520/GTJ20130090
A Full Contact Flexible Mold for Preparing Samples Based on Microbial-Induced Calcite Precipitation Technology
resolves10.1016/j.conbuildmat.2013.06.061
Biogenic treatment improves the durability and remediates the cracks of concrete structures
resolves10.1016/j.enggeo.2010.11.002
Quantification of the effects of nitrates, phosphates and chlorides on soil stabilization with lime and cement
resolves10.1016/j.enggeo.2010.03.008
Use of lime and cement treated soils as pile supported load transfer platform
resolves10.1007/s10706-014-9766-3
Experimental Investigation of Mechanical Properties of Sands Reinforced with Discrete Randomly Distributed Fiber
resolves10.1016/j.conbuildmat.2010.06.100
Utilization of copper tailing for autoclaved sand–lime brick
resolves10.1016/j.compositesb.2012.05.053
Flexural behavior and crack-damage mitigation of plain concrete beam with a strain-hardening cement composite (SHCC) layer at tensile region
resolves10.3208/sandf.47.657
Evaluation of Tensile Strength of Cement-Treated Sand Based on Several Types of Laboratory Tests
resolves10.1061/(ASCE)0899-1561(2007)19:3(242)
Influence of Fly Ash, Lime, and Polyester Fibers on Compaction and Strength Properties of Expansive Soil
resolves10.1016/S0008-8846(98)00164-1
Compressive strength development of concrete with different curing time and temperature
The 7 references without a DOI — listed, not checked
no DOI — not checkedWayal AS, Ameta NK, Purohit DG (2012) Dune sand stabilization using bentonite and lime. J Eng Res Stud 3:58–60
no DOI — not checkedAgbede IO, Manasseh JO (2008) Use of cement-sand admixture in laterite brick production for low cost housing. Leonardo Electron J Pract Technol 12:163–174
no DOI — not checkedASTM C150 (2017) Standard specification for Portland cement. ASTM International, West Conshohocken
no DOI — not checkedRamachandran SK, Ramakrishnan V, Bang SS (2001) Remediation of concrete using microorganisms. ACI Mater J 98(1):3–9
no DOI — not checkedASTM D6272-17 (2017) Standard test method for flexural properties of unreinforced and reinforced plastics and electrical insulating materials by four-point bending. ASTM International, West Conshohocken
no DOI — not checkedASTM C67-02c (2002) Standard test method for sampling and testing brick and structural clay tile. ASTM International, West Conshohocken
no DOI — not checkedASTM D2166/D2166M-13 (2013) Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken
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work were clean at the dated check: each resolved to a known work in a public registry, and none
carried a retraction notice at that time. It says nothing about the quality, findings,
or importance of the work itself, and nothing about references deposited without a DOI.
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