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Assessing the Effect of Particle Size Distribution on Permeability of Silty-Sandy Soils
The hydraulic conductivity is an important parameter in geotechnical studies. This parameter is required for analyzing, predicting, or modeling water...
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Effect of particle composition and consolidation degree on the wave-induced liquefaction of soil beds
The wave-induced liquefaction of seabed is responsible for causing damage to marine structures. Particle composition and consolidation degree are the...
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An experimental study on cutting tool hardness optimization for shield TBMs during dense fine silty sand ground tunneling
The estimation of soil abrasivity and cutting tool wear during soft ground tunneling is complicated and arduous work due to the lack of a generally...
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Experimental study on unconfined compressive and cyclic triaxial test behavior of agar biopolymer–treated silty sand
The need for space for infrastructure development has plummeted studies in ground improvement to an eminent research topic. But in the present day...
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Study on the Fine Particle Migration Characteristics of Silty Clay Under Cyclic Loading
The characteristics of railway subgrade mud pum** is that the subgrade soil forms mud and migrates upward along the pores of the track bed under...
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Utilization of waste materials as a substitute for the sand drain in clayey soil
The practice of pre-compression with sand drains is a widely accepted soil stabilization method for improving soft soil deposits. The scarcity of...
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Assessment of undrained cyclic resistance of sand with non-plastic fines under sustained shear stress using a critical state interpretation
There are many geotechnical applications involving dams, embankments and slopes where the presence of an initial static shear stress prior to the...
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The effect of sand-crumb rubber mixture treatment on the seismic response of a low-rise building located on liquefiable soil
One of the most effective measures to reduce earthquake risks in high-seismic areas is to reduce the input forces caused by earthquakes to the...
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Effect of nano graphene on the shear and consolidation properties of clayey sand soil
In this study, the effect of adding nano-graphene (NG) on the shear and consolidation properties of the clayey sand is investigated. For this...
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CPT-based liquefaction resistance of clean and silty sands: a drainage conditions based approach
The cone penetration test-based simplified liquefaction triggering evaluations are largely based on linking liquefaction manifestations in the field...
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Modification of silty clay subgrade filler with red Pisha sandstone and carbide slag in seasonally frozen regions
Proper utilization of lower cost waste materials and industrial by-products for subgrade filling soil stabilization is an avenue of resource...
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Liquefaction Resistance and Small Strain Shear Modulus of Saturated Silty Sand with Low Plastic Fines
The liquefaction resistance and the small strain shear modulus G0 of saturated Fujian sand with low plastic fines were evaluated with cyclic triaxial...
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Effect of freezing temperature and initial water content on hydrothermal migration of silty soil under freezing
Owing to the temperature, the migration and redistribution of soil water and heat during the freezing process are important factors affecting the...
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Pore Characterization of Sandy Silty Soil in Metro Surrounding Rock: A Synchrotron Small-Angle X-ray Scattering Experiment
To examine the pore structure characteristics of sandy silt in metro tunnel surrounding rock, the pore size distribution patterns and fractal...
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Strength and durability improvement of cement-stabilized Al-Qatif soil by the addition of sand
High plastic soils tend to show poor engineering performance especially low compressive strength, and soil-cement stabilization is one of the most...
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Performance of coupling agent-amended clay/sand mixture under vacuum suction
This paper presents a comprehensive investigation on anti-seepage/erosion performance of a hydroxypropyl starch (HPS)-based coupling agent (CA)...
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Collapse of Calcareous Silty Clay: Implication of Calcite Content and Wetting Fluid Type
Collapse occurs in soils as a result of inter-particle bond breakage caused by wetting and/or stressing. Inter-particle bond is usually provided by...
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Characterising Undrained Monotonic Behaviour of Saturated Sand
The characterisation of undrained residual shear strength of silty sand is described within the framework of a steady state concept. The fundamental...
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Study on the evolution of the dielectric properties of artificially frozen sand under temperature variation
Detecting and determining the development of the frozen wall is a vital component of artificial freezing engineering. The electromagnetic parameters...
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Comparison of Fine-Grained Soil Liquefaction Using Numerical Modeling and Susceptibility Criteria: A Case Study
Although most of the previous studies focused on the effect of liquefaction on clean sandy soils, new observations revealed that silty soils are also...
