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Effects of freezing–thawing cycles on mechanical properties of slurry-like mud treated by physicochemical combination method
by
Chen, Binbo
, Xiao, Han
, Zhang, Rongjun
, Zheng, Junjie
, Gao, Yingchao
in
Aggregation
/ Cement
/ Compression
/ Compression tests
/ Compressive strength
/ Crack propagation
/ Deformation
/ Deformation resistance
/ Dewatering
/ Earth and Environmental Science
/ Earth Sciences
/ Efficiency
/ Engineering
/ Flocculation
/ Foundations
/ Freeze-thaw
/ Freeze-thawing
/ Freezing
/ Freezing effects
/ Geoecology/Natural Processes
/ Geoengineering
/ Geotechnical Engineering & Applied Earth Sciences
/ Hydraulics
/ Mechanical properties
/ Melting
/ Modulus of elasticity
/ Mud
/ Natural resources
/ Nature Conservation
/ Original Paper
/ Particle size
/ Shear tests
/ Slurries
/ Soil particles
/ Solidification
/ Temperature
/ Thawing
2025
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Effects of freezing–thawing cycles on mechanical properties of slurry-like mud treated by physicochemical combination method
by
Chen, Binbo
, Xiao, Han
, Zhang, Rongjun
, Zheng, Junjie
, Gao, Yingchao
in
Aggregation
/ Cement
/ Compression
/ Compression tests
/ Compressive strength
/ Crack propagation
/ Deformation
/ Deformation resistance
/ Dewatering
/ Earth and Environmental Science
/ Earth Sciences
/ Efficiency
/ Engineering
/ Flocculation
/ Foundations
/ Freeze-thaw
/ Freeze-thawing
/ Freezing
/ Freezing effects
/ Geoecology/Natural Processes
/ Geoengineering
/ Geotechnical Engineering & Applied Earth Sciences
/ Hydraulics
/ Mechanical properties
/ Melting
/ Modulus of elasticity
/ Mud
/ Natural resources
/ Nature Conservation
/ Original Paper
/ Particle size
/ Shear tests
/ Slurries
/ Soil particles
/ Solidification
/ Temperature
/ Thawing
2025
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Effects of freezing–thawing cycles on mechanical properties of slurry-like mud treated by physicochemical combination method
by
Chen, Binbo
, Xiao, Han
, Zhang, Rongjun
, Zheng, Junjie
, Gao, Yingchao
in
Aggregation
/ Cement
/ Compression
/ Compression tests
/ Compressive strength
/ Crack propagation
/ Deformation
/ Deformation resistance
/ Dewatering
/ Earth and Environmental Science
/ Earth Sciences
/ Efficiency
/ Engineering
/ Flocculation
/ Foundations
/ Freeze-thaw
/ Freeze-thawing
/ Freezing
/ Freezing effects
/ Geoecology/Natural Processes
/ Geoengineering
/ Geotechnical Engineering & Applied Earth Sciences
/ Hydraulics
/ Mechanical properties
/ Melting
/ Modulus of elasticity
/ Mud
/ Natural resources
/ Nature Conservation
/ Original Paper
/ Particle size
/ Shear tests
/ Slurries
/ Soil particles
/ Solidification
/ Temperature
/ Thawing
2025
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Effects of freezing–thawing cycles on mechanical properties of slurry-like mud treated by physicochemical combination method
Journal Article
Effects of freezing–thawing cycles on mechanical properties of slurry-like mud treated by physicochemical combination method
2025
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Overview
The physicochemical combination method (PCCM) is a new integrated method for treating and reusing large volumes of slurry-like mud (MS). To study the effects of freezing–thawing (FT) cycles on the mechanical properties of MS treated by the PCCM, unconfined compression tests (UCTs) and microstructural tests are both conducted on PCCM-treated MS samples with different combinations of FT cycles, initial water contents (
w
ei
), and cementitious binder contents (
w
c
). The experimental results indicate that the unconfined compressive strength (
UCS
) and the elastic modulus (
E
) of PCCM-treated MS decrease exponentially when the FT cycles increase from 0 to 15. For the PCCM-treated MS samples subjected to 15 FT cycles, the reduction degree of their strength, as well as deformation resistance, is more sensitive to the variation of
w
c
compared to that of
w
ei
. Meanwhile, the
UCS
and
E
of PCCM-treated MS samples are higher than those of the corresponding MS samples treated by the conventional cement solidification method (CCSM). The superior resistance to FT cycles of PCCM-treated MS is attributed to the presence of APAM, which not only facilitates the aggregation of soil particles but also enhances the dewatering efficiency of MS. Notably, the
E
/
UCS
value of CCSM-treated MS is 1.25 times larger than that of PCCM-treated MS, indicating the application of PCCM can significantly enhance the toughness of the treated MS.
Publisher
Springer Berlin Heidelberg,Springer Nature B.V
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