Works matching IS 18611125 AND DT 2022 AND VI 17 AND IP 10
Results: 30
Enhancing splitting tensile strength of biocarbonated reactive magnesia-based sand using polypropylene fiber reinforcement.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4761, doi. 10.1007/s11440-022-01562-0
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Experimental study on the road energy harvesting of piezoelectric ceramic in unbound granular materials based on a large-scale triaxial apparatus.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4599, doi. 10.1007/s11440-022-01558-w
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The effect of drying and wetting cycles on the mechanical properties and particle breakage of carbonate sand.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4641, doi. 10.1007/s11440-022-01556-y
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Analysis of working face stability during obstruction removal from a box tunnel machine.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4627, doi. 10.1007/s11440-022-01550-4
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- Article
A 1D Hypoplastic constitutive model for expansive soils.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4313, doi. 10.1007/s11440-022-01548-y
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Laboratory investigation and constitutive modeling of the mechanical behavior of sand–GRP interfaces.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4253, doi. 10.1007/s11440-022-01533-5
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Temporal evolution of backward erosion piping in small-scale experiments.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4555, doi. 10.1007/s11440-022-01545-1
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Prediction of in situ state parameter of sandy deposits from CPT measurements using optimized GMDH-type neural networks.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4515, doi. 10.1007/s11440-022-01540-6
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- Article
An anionic biopolymer γ-polyglutamate enhanced the microbially induced carbonate precipitation for soil improvement: mechanical behaviors and underlying mechanism.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4485, doi. 10.1007/s11440-022-01539-z
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- Article
In situ biomass flocculation improves placement of Sporosarcina Pasteurii for microbially mediated sandy soil stabilization.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4435, doi. 10.1007/s11440-022-01538-0
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- Article
Micro-feature-motivated numerical analysis of the coupled bio-chemo-hydro-mechanical behaviour in MICP.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4537, doi. 10.1007/s11440-022-01544-2
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- Article
Thermo-hydro-mechanical process and damage mechanism of a cold-region canal under coupled wetting–drying and freezing–thawing cycles.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4655, doi. 10.1007/s11440-022-01531-7
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- Article
Stochastic mechanics-based Bayesian method calibrating the constitutive parameters of the unified model for clay and sand with CPTU data.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4577, doi. 10.1007/s11440-022-01524-6
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Unified bounding surface model for monotonic and cyclic behaviour of clay and sand.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4359, doi. 10.1007/s11440-022-01521-9
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Multiscale modelling of the seepage-induced failure of a soft rock slope.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4717, doi. 10.1007/s11440-022-01518-4
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Assessment of internal stability of sand–fine mixture using particle detachment model and its implications on suffusion.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4667, doi. 10.1007/s11440-022-01515-7
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- Article
A lateral soil resistance model for XCC pile in soft clay considering the effect of the geometry of cross section.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4681, doi. 10.1007/s11440-022-01510-y
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Relation between void ratio and contact fabric of granular soils.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4297, doi. 10.1007/s11440-022-01507-7
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- Article
Effects of free iron oxide on thermal properties of undisturbed lateritic clay subjected to drying and wetting.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4473, doi. 10.1007/s11440-022-01504-w
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Field experimental study on cyclic uplift behavior of anchored pier foundations.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4419, doi. 10.1007/s11440-022-01503-x
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Comparison of two small-strain concepts: ISA and intergranular strain applied to barodesy.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4333, doi. 10.1007/s11440-022-01454-3
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Micromechanical investigation of the particle size effect on the shear strength of uncrushable granular materials.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4277, doi. 10.1007/s11440-022-01501-z
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- Article
Multiscale analysis of rotational penetration in shallow dry sand and implications for self-burrowing robot design.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4233, doi. 10.1007/s11440-022-01492-x
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The scale effect on the failure mechanism and penetration resistance of caisson piling in clay.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4447, doi. 10.1007/s11440-022-01490-z
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Quantitative risk assessment of landslides with direct simulation of pre-failure to post-failure behaviors.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4497, doi. 10.1007/s11440-022-01485-w
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Investigation on healing behavior of unsaturated GMZ bentonite pellet mixture based on compressibility.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4461, doi. 10.1007/s11440-022-01494-9
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Dynamic multifield coupling model of gas drainage and a new remedy method for borehole leakage.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4699, doi. 10.1007/s11440-021-01444-x
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Use of machine learning for classification of sand particles.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4739, doi. 10.1007/s11440-021-01443-y
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Inspection of four advanced constitutive models for fine-grained soils under monotonic and cyclic loading.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4395, doi. 10.1007/s11440-021-01437-w
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A creep model for frozen soil based on the fractional Kelvin–Voigt's model.
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- Acta Geotechnica, 2022, v. 17, n. 10, p. 4377, doi. 10.1007/s11440-021-01390-8
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