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Research on Cumulative Plastic Deformation of the Soft Clay Under Cyclic Loading
In coastal areas, the cumulative plastic strain development characteristics of soft clay foundation of wharf, airport, highway, etc., will change...
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Shear Properties of Clinker Ash and Construction Generated Soil Mixtures
Clinker ash in coal fly ash is known as a geomaterial superior to natural sand because of its light weight, high shear strength, and excellent...
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Modified State Parameter Evaluation of Liquefiable Sand Containing Plastic Fines
The liquefaction phenomenon in saturated granular soil occurs due to the transformation of a soil medium from a solid-like state to a fluid-like...
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Utilizing Micronized Recycled Plastic Waste for Increasing the Shear Strength and Permeability of Root-Reinforced Soil
The objectives of this study are to investigate the strength properties and permeability of soil specimens treated with microplastic at different...
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Evaluating Liquefaction Strength Prediction Method for Low Improvement Ground Materials
A limit exists to what can be captured by extending the current liquefaction strength evaluation methods in the case of a massive earthquake such as...
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Numerical modeling of free-falling spherical penetrometer–clay–water interactions
Large deformation finite element simulations of the dynamic penetration of underwater free-fall spherical penetrometers into clay are carried out...
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Effects of the Fiber Reinforcement on the Monotonic Behavior of Sands Considering Coupled Volumetric–Shear Strain Paths
Inspired by plant roots, polypropylene fibers can be employed to improve the shear strength of soils. Since the previously applied studies focused on...
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An Energy Dissipation Approach to Investigate the Liquefaction Resistance of Fine Sand Reinforced with Polyethylene Terephthalate Fibers
The emerging sustainability trends in geotechnical engineering have shown the significant utilisation of waste products and recycled material through...
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Influence of Incomplete Soil Plugs on Bearing Capacities of Bucket Foundations in Clay
Due to the uneven seabed and heaving of soil during pum**, incomplete soil plugs may occur during the installation of bucket foundations, and the...
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Density-Dependent Pore Water Pressure Evolution in a Simplified Cyclic Shear Test
When specimens of different sands are produced using the same preparation method and sheared under the same conditions (consolidation stress,...
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Modeling the combined effect of time and temperature on normally consolidated and overconsolidated clays
Clay is under the coupling influence of both time and temperature in some innovative geomechanical problems. Previous experimental researches have...
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Revisiting the One-Dimensional Compression Properties of Reconstituted Shiraz Clay Soil
The intrinsic parameters from laboratory tests on completely reconstituted specimens are commonly used for the interpretation of the mechanical...
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Influence of plastic fines content on the liquefaction susceptibility of sands: monotonic loading
The paper presents an experimental study on the effect of plastic fines content on the undrained behavior and liquefaction susceptibility of...
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Stability Charts for Fill Slopes Based on Finite Element Limit Analysis Methods
Slope stability assessment is extremely important in geotechnical engineering, as it prevents slope failures and the loss of lives. This paper...
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Study of Maliya Marine Clay for a Highway Embankment
This paper presents study of the soft to very soft marine clay deposit, very thick and having challenging geotechnical engineering properties for a...
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The Uplift Resistance of an Offshore Pipeline and the Effect of Soil Homogeneity
Offshore pipelines are often considered one of the most reliable fluidized fuel transportation systems. However, the transporting fuel with enhanced...
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Mechanical Behavior of Methane–Hydrate–Bearing Sand with Nonlinear Constitutive Model
Interests appear in investigating methane-hydrate-bearing sands (MHBS) to address engineering problems, such as foundation instability of man-made...
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Performance Evaluation of Steel Slag and Construction and Demolition Waste as Reinforced Earth Backfill Materials Under Cyclic Loading Conditions
This study investigates the performance of two waste materials, steel slag and construction and demolition waste (CDW), as potential backfill...
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Load transfer mechanism of geotextile-reinforced sand layer over semirigid column-improved soft soil
Many design guidelines have been proposed for piled embankments, most of which consider piles or columns as rigid inclusions. In this study, a...
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An experimental study on time dependent ground settlement behind a braced excavation in soft clay using geotechnical centrifuge
Model studies using geotechnical centrifuge is now-a-days very popular for understanding the behaviour of foundations and braced excavations in soil....
