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Experimental Study on Residual Shear Strength of Soil Using Undrained Ring Shear Apparatus
In general, studies of residual shear strength are minimal for soils on landslide-prone slopes in Sri Lanka. This study focuses on determining the...
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Experimental study on shear and disintegration resistance of MICP-treated residual granite soil
In natural state, granite residual soils have high shear strength. It is prone to disintegration when exposed to water environment. To investigate...
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Unsaturated soil properties of MICP treated granitic residual soil of Shantou region of China
Unsaturated soil properties such as soil–water characteristic curve (SWCC) and shear strength are required for seepage and stability flow analyses in...
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Compaction, compression, and hydraulic characteristics of micaceous residual soil
The presence of mica is considered to be why the physical and mechanical properties of micaceous soil differ significantly from those of common clay...
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A Structural State Model Interpreting the Residual Strength Transition Behavior of Clay Soils
Residual friction angles of clay soils are commonly determined by laboratory tests, which are time-consuming and costly. It is more desirable to find...
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Hybrid soft computing models for predicting unconfined compressive strength of lime stabilized soil using strength property of virgin cohesive soil
This work introduces an optimal performance model for predicting the unconfined compressive strength (UCS) of lime-stabilized soil using the machine...
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Effects of diesel contamination on geotechnical properties of granitic residual soil
The physical and mechanical properties of soils change when soils are contaminated by oil products. This study investigates the effect of diesel oil...
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Effect of randomly distributed polypropylene fibers on unconfined compressive strength, shear strength, and compressibility characteristics of Algerian high plasticity clay soil
Fibers are commonly used to improve the geotechnical properties of problematic soil (e.g., high-plasticity fine-grained soils). Such clays are...
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Strength and Deformation of Unsaturated Soil Contaminated with CH3COOH
Unsaturated contaminated soil from domestic sources has a significant impact on engineering construction. Taking unsaturated CH 3 COOH contaminated...
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Study on shear characteristics and a mechanics model of granite residual soil–rock interface
Granite binary structure slopes and residual soil slopes containing spheroidal boulders formed by differential weathering are widely distributed...
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Influence of Intra-Particle Saturation Ratio on Strength Degradation of Pumice Soil
The 2018 Hokkaido Eastern Iburi Earthquake occurred on 6 September 2018 and caused more than 7000 landslides in and around Atsuma and Abira towns....
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Failure Mechanisms of Shear Zones in an Undisturbed Residual Soil by SEM Image Analysis
The mechanisms of soil failure on a microscopic scale are still not fully understood. Many soil behaviour models characterize a soil failure at the...
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Mechanical behaviour and microstructure of granite residual bio-cemented soil by microbially induced calcite precipitation with different cementation–solution concentrations
Microbially induced calcite precipitation (MICP) stands as an environmentally friendly and promising technique for enhancing the performance of soil....
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Effects of chemical solution on the deformation and strength characteristics of expansive soil
Pore fluid chemistry can obviously influence the deformation and strength of expansive soil. To investigate the change rules and the underlying...
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Pile Groups and Piled Footings Bearing in Weakly Cemented Residual Soil
In engineering practice, it is usual to adopt pile groups as a foundation solution, whereby the block only distributes the loads from the...
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Stabilization of residual collapsible soil using hydrated lime
The construction of the flexible pavement layers depends on the geotechnical characteristics of the subgrade soil to support the vertical overburden...
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Failure process of saturated granite residual soil slope: a 3D viscoelastic-plastic finite element modeling approach with nonstationary parameter creep
Accurately evaluating the failure process of soil slope can mitigate its negative influence on both human lives and economic loss. However, it is...
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Strength Model of Soda Residue Soil Considering Consolidation Stress and Structural Influence
Soda residue (SR) is a type of industrial waste produced in the soda process with the ammonia-soda method. Applying SR to backfilling solves the land...
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Machine learning algorithm for the shear strength prediction of basalt-driven lateritic soil
The predictive models from different machine learning methods are useful tools for sensitive geo-mechanical properties determination. Many such...
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Assessing the effects of influencing parameters on field strength of soft coastal soil stabilized by deep mixing method
Matarbari-Dhalghata Island, located on the southeastern coastal plain of Bangladesh, possesses expansive and soft coastal clay that is increasingly...
