Reference health
Interface Shear Behavior between MICP-Treated Calcareous Sand and Steel
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39/39 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.
9 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 39 checked references that resolve
resolves10.1617/s11527-018-1157-4
Development of bio-cemented constructional materials through microbial induced calcite precipitation
resolves10.1080/01490451.2010.499929
Precipitation of Calcite by Indigenous Microorganisms to Strengthen Liquefiable Soils
resolves10.1139/cgj-2012-0023
Cementation of sand soil by microbially induced calcite precipitation at various degrees of saturation
resolves10.1061/(ASCE)MT.1943-5533.0002660
Microstructural and Geomechanical Study on Biocemented Sand for Optimization of MICP Process
resolves10.1080/01490451.2011.592929
Microbially Induced Calcium Carbonate Precipitation on Surface or in the Bulk of Soil
resolves10.1061/(ASCE)1090-0241(2009)135:11(1646)
Role of Initial State, Material Properties, and Confinement Condition on Local and Global Soil-Structure Interface Behavior
resolves10.3208/sandf.46.15
Microscale Observation and Modeling of Soil-Structure Interface Behavior Using Particle Image Velocimetry
resolves10.1061/(ASCE)1090-0241(2002)128:6(520)
Effect of Cement Type on Shear Behavior of Cemented Calcareous Soil
resolves10.1016/j.soildyn.2018.01.033
Strain-dependent dynamic properties of Bushehr siliceous-carbonate sand: Experimental and comparative study
resolves10.1680/jgeot.15.P.182
The applicability of microbially induced calcite precipitation (MICP) for internal erosion control in gravel–sand mixtures
resolves10.1061/(ASCE)MT.1943-5533.0002897
Applicability of Microbial Calcification Method for Sandy-Slope Surface Erosion Control
resolves10.1520/GTJ20170109
An Improved Rotating Soak Method for MICP-Treated Fine Sand in Specimen Preparation
resolves10.1016/j.matlet.2020.128009
Shear resistance of MICP cementing material at the interface between calcareous sand and steel
resolves10.1139/cgj-2016-0438
Bio-grouting to enhance axial pull-out response of pervious concrete ground improvement piles
resolves10.1061/(ASCE)GT.1943-5606.0001515
Enhancing the Axial Compression Response of Pervious Concrete Ground Improvement Piles Using Biogrouting
resolves10.1139/cgj-2018-0007
Strength, stiffness, and microstructure characteristics of biocemented calcareous sand
resolves10.1061/(ASCE)GT.1943-5606.0001302
Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation
resolves10.1680/geot.SIP13.P.019
Dynamic response of liquefiable sand improved by microbial-induced calcite precipitation
resolves10.1016/j.enggeo.2015.12.027
Application of microbially induced calcite precipitation in erosion mitigation and stabilisation of sandy soil foreshore slopes: A preliminary investigation
resolves10.1139/T09-113
Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial device
resolves10.1061/(ASCE)GT.1943-5606.0001828
Effect of Surface Roughness on the Shaft Resistance of Displacement Model Piles in Sand
resolves10.1061/41165(397)419
Bio-Mediated Ground Improvement: From Laboratory Experiment to Pilot Applications
resolves10.1016/j.enggeo.2011.03.011
Engineering characteristics of the calcareous sand in Nansha Islands, South China Sea
resolves10.1007/s11440-018-0747-1
Microbially induced calcite precipitation along a circular flow channel under a constant flow condition
resolves10.1016/j.enggeo.2018.12.017
3D characterization of microbially induced carbonate precipitation in rock fracture and the resulted permeability reduction
resolves10.1061/(ASCE)MT.1943-5533.0001013
Factors Affecting Improvement of Engineering Properties of MICP-Treated Soil Catalyzed by Bacteria and Urease
The 9 references without a DOI — listed, not checked
no DOI — not checkedComparison of effects of different nutrients on stimulating indigenous soil bacteria for biocementation
no DOI — not checkedDeJong J. T. J. D. Frost and M. Sacs. 2000. “Relating quantitative measures of surface roughness and hardness to geomaterial interface strength.” In Proc. GeoEng2000 (CD-ROM). Sydney Australia: International Society for Rock Mechanics.
no DOI — not checkedInfluence of confinement and cementation level on the behavior of microbial induced calcite precipitated sands under monotonic drained loading
no DOI — not checkedHu B. 2008. “Research on the particle breakage mechanical characteristic and constitutive model of calcareous sand under triaxial conditions.” Ph.D. thesis Geotechnical Engineering Institute of Rock and Soil Mechanical Chinese Academy of Sciences.
no DOI — not checkedField experimental study on stability of bio-mineralization crust in the desert
no DOI — not checkedPermeability experiment study of calcareous sand treated by microbially induced carbonate precipitation using mixing methods
no DOI — not checkedMcClelland B. 1988. “Calcareous sediments: An engineering enigma.” In Proc. Int. Conf. on Calcareous Sediments 777–784. London: International Society for Soil Mechanics and Foundation Engineering.
no DOI — not checkedMonotonic behavior of interface shear between carbonate sand and steel
no DOI — not checkedCyclic behavior of interface shear between carbonate sand and steel
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