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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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Performance of Hyperbolic Model Parameters for Non-cohesive Soil-Concrete Interface
The response of the stress–strain curve at the soil-concrete interface is nonlinear. The interface response is generally idealized in numerical...
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Experimental study on shear strength behavior and numerical study on geosynthetic-reinforced cohesive soil slope
The successful application of geosynthetic reinforcement in granular soil motivates additional research into the practicality of geosynthetics in...
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Mesh-free kinematic shakedown analysis of cohesive soils
A novel mesh-free solution is proposed for kinematic shakedown analysis of cohesive soils under repeating loads. For this purpose, the continuous...
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Advances in methodologies for seismic time history analysis for safety of offshore modular platform foundation in cohesive soil by 3D FEM
The particular research presents dynamic time history analysis carried out for jack up spudcan foundation installed in the sea bed with varying soil...
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Effect of load inclination on the uplift capacity of the granular anchor pile foundation in cohesive soil
Granular Anchors Pile Foundation (GAPF) is a new concept in ground engineering for the improvement of load–displacement behavior, failure mechanisms,...
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A Comparative Analysis of Dam** Assessment Methods in Cohesive-frictional Soils via Thermo-controlled Resonant Column Testing
In recent decades, the most impactful effects of thermal gradients on the shear modulus of compacted soils have been increasingly well documented....
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Innovative approaches for predicting seismic stability of circular and rectangular tunnels in cohesive-frictional soils using machine learning and finite element limit analysis
This paper investigates the stability solutions for plane-strain circular and rectangular tunnels in cohesive-frictional soils using the Mohr-Coulomb...
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Riprap Effect on Hydraulic Fracturing Process of Cohesive and Non-cohesive Protective Levees
A comprehensive experimental study was conducted to evaluate the effects of soil properties and the rip-rap as well as cohesive and non-cohesive soil...
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Field Lateral Behaviour of Full-Scale Screw Micropiles in Cohesive and Cohesionless Soils
A screw micropile is a multi-sectional pile typically consisting of a smooth segment at the top, a threaded segment in the middle and a tapered...
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New procedure for active earth pressure calculation in cohesive-frictional soil
A new simplified formulation is suggested to determine active earth pressure against a retaining wall undergoing rotation about the base in the...
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Statistical analysis on the relationship between shear strength and water saturation of cohesive soils
This paper presents a statistical analysis on the relationship between shear strength and water saturation of cohesive soils based on a comprehensive...
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Comprehensive dynamic characterization of two cohesive soils of northeastern India for effective stress–based seismic ground response analysis
Assessing the dynamic response of soft and compressible soils is a prerequisite for many earthquake geotechnical engineering applications. Dynamic...
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Salinity effects on the consistency limits and shear strength of cohesive soils of the Red River, Fargo, North Dakota
North Dakota glaciolacustrine deposits are susceptible to leaching of sodium sulfate, potentially emerging from the Dakota sandstone. The current...
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Morphological characteristics of desiccation-induced cracks in cohesive soils: a critical review
Geotechnical and geo-environmental engineers are interested in the desiccation-induced cracks as they significantly influence the performance of...
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Study on durability of MICP treated cohesive soils under dry–wet cycle and freeze–thaw cycle
Microbially induced carbonate precipitation (MICP) technology is a new type of soil modification technology with low energy consumption, less...
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Predicting subsidence of cohesive and granular soil layers reinforced by geosynthetic
Subsidence can result from the collapse of underground cavities. The impact of such subsidence on existing structures and infrastructures is...
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Stability analysis of multiple unsupported excavations in cohesive-frictional soils using finite element limit analysis (FELA) and an artificial neural network (ANN)
The influence of interaction effects from adjacent excavations on multiple unsupported excavations could lead to the collapse of excavation walls...
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Creep behavior of cohesive soils associated with different plasticity indexes
The creep behavior of cohesive soils is highly related to the plasticity index. To study the relationship between the creep and the plasticity index...
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A neural network approach for the reliability analysis on failure of shallow foundations on cohesive soils
A collection of feed forward neural networks (FNN) for estimating the limit pressure load and the according displacements at limit state of a footing...
