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A comprehensive investigation on onshore and underwater soils using CPTU and DMT tests: a case study in Yangtze River at Jiangsu, China
The site investigation is a key part of the design of tunnel construction projects, as it provides accurate geotechnical parameters. A systematic...
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Consolidation and swelling behavior of kaolinite clay containing xanthan gum biopolymer
Recently, microbial biopolymer-based soil treatment (BPST) has gained attention for its application in environmentally friendly soil stabilization,...
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Rate-dependent behavior of a saturated reconstituted clay under different over-consolidation ratios and sample variance
This paper intends to study the influence of the shearing rate on the undrained monotonic behavior of marine clay under different over-consolidation...
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Experimental and Numerical Investigation on Mechanical Behaviour of Gravel Soils
Gravel soil is a distinctive geological material comprising a blend of soil and gravel fragments. Unlike pure soil, the mechanical behaviour of...
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The Thermo-mechanical Behaviour of Clay in Different Stress and Temperature Paths
During the service period of oil-gas pipelines, marine cables and energy pile, the surrounding soil will be strongly influenced by the high...
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A Study on the Suitability of Fly Ash–Lime–Alccofine Mixtures in the Construction of Road Pavement
The geotechnical behavior of fly ash mixed with lime and alccofine is discussed in this paper. The specimens were prepared and cured using the burlap...
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Re-examining the Influence of End Restraint on Mechanical Behaviors of Dense Quartz Sands
Mechanical behaviors of soils may be effectively observed, relying on precise and accurate experimental techniques adopted. The critical state of...
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Numerical Study on the Undrained Response of Silty Sands Under Static Triaxial Loading
The silty soils are more susceptible to liquefaction, even under static loading, than the coarse sands. Pore pressure developed during dynamic events...
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Impact of Drained Heating and Cooling on Undrained Shear Strength of Normally Consolidated Clay
This study focuses on the effects of a heating-cooling cycle on the undrained shear strength of normally consolidated clay specimens. A clear...
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Effect of Anisotropy on Stress-Strain and Pore Pressure Response of Normally and Heavily Over Consolidated Nagpur Expansive Soil
Expansive soil is a residual cohesive soil, mostly present in the arid and semi-arid regions of the world. Stress induced anisotropy is an important...
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Assessment of Uncertainty of Undrained Shear Strength of Soft Clay Using Ball Penetrometer
Nowadays, ball penetrometers are increasingly being used for well-defined full flow failure mechanism to determine in situ undrained shear strength...
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Effects of intermediate principal stress on the granular material behavior under partial drainage conditions
Although some efforts have been made separately to investigate the effects of the partial drainage condition and the intermediate principal stress...
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Diagnosis Methodology for a Railway Track Located in a Tropical Country
Characterizing the state of the subgrade soil of a railway in service remains complicated, especially if the soil constituting this layer is a...
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Effect of inherent anisotropy on the strength of natural granite residual soil under generalized stress paths
It is universally known that residual soils behave very differently from sedimentary soils. While the latter is widely known as cross-anisotropic,...
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Influence of sample preparation method on static liquefaction behaviour of geotextile reinforced sandy soil
This paper aims to evaluate the influence of soil deposition methods on the shear strength of reinforced sand using a triaxial test. Non-woven...
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Implementation and Use of the Bounding Surface Plasticity Geomaterial NTUASand02
The numerical description of the undrained cyclic behaviour of sandy soils still represents a challenging issue in evaluating the response of...
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Mechanism of Pore Pressure Increase of Saturated Granular Materials Subjected to Repeated Loads
A series of undrained torsional shear tests were conducted to investigate the variation of excess pore water pressure of saturated sand during...
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Modelling tunnelling-induced deformation in stiff soils with a hyperelastic–plastic anisotropic model
In this paper, the tunnelling-induced deformation in anisotropic stiff soils is analysed using FE modelling. The influence of material description is...
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Strength and Deformation Aspects of Glass Fibre-Reinforced Clayey Soil
Effect of glass fibre inclusion on the shear strength and deformation mode of clayey soil has been investigated in this study by conducting...
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Engineering Behaviour of a Geopolymer-stabilised High-water Content Soft Clay
Recycling and reuse of waste materials have been actively sought by researchers and practitioners alike to promote sustainability and a circular...
