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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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Seismic site response of layered saturated sand: comparison of finite element simulations with centrifuge test results
A numerical model based on the finite element framework was developed to predict the seismic response of saturated sand under free-field conditions....
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A Comprehensive Study on the Consequences of Gap-Graded Sands Considering the Loss of Fine Particles
Water and sand leakage disasters are likely to occur during construction in water-rich sand layer areas, resulting in ground collapse. The...
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Shear Strength Characteristics of Pond Ash Reinforced with Polymeric and Natural Fiber Geosynthetic
In the field of geotechnical engineering, reinforced pond ash is an alternative building material that has the potential to be utilized. The effects...
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Critical State Characterization of New Zealand East Coast Sand for Numerical Modeling
This paper outlines the findings of a laboratory-based and numerical study to investigate the undrained flow failure behavior of East Coast Sand...
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Submarine landslide hazard in the Sines Contourite Drift, SW Iberia: slope instability analysis under static and transient conditions
The Sines Contourite Drift (SCD) is a plastered drift with terraced-like morphology, formed by the Mediterranean Outflow Water (MOW) that emplaced in...
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Shear strength-dilation characteristics of coral sand contained fines
Coral sand (CS) always contain different contents of fines and consequently cause some changes to shear behavior which is distinct from the regular...
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Undrained cyclic behavior of Palar sand under variable confining pressure
The fundamental characteristics of sands significantly affect the behaviour of different types of soil. Massive liquefaction after a severe...
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A Case Study of the Residual and Saprolitic Soils of Mauritius
A few studies on residual and saprolitic soils of volcanic origin similar to those encountered in Mauritius have been conducted so far. Past research...
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Liquefaction analysis of sand-tire mixture with a critical state two-surface plasticity model
In recent years, sand reinforced with tire crumbs can be used in many geotechnical applications such as lightweight materials and backfill, vibration...
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Factors Affecting Liquefaction Resistance and Assessment by Pore Pressure Model
Assessment of the liquefaction resistance of clean sand still involves considerable uncertainties, which are a current research topic in the field of...
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Effect of Porosity/Cement Index on Behavior of a Cemented Soil: The Role of Dosage Change
The adjusted porosity/cement index η/(C iv ) a has proved its effectiveness in modeling the strength and stiffness of a variety of artificially cemented...
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Influence of the Initial Relative Density on the Drained Strength Properties of Soils Subjected to Internal Erosion
In this study, the fine particle elimination method was used, and a series of triaxial consolidated drained shear tests was conducted to study the...
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Shear Modulus of Weathered Red Sandstone Coarse-Grained Soil under Drying–Wetting Cycles
The shear modulus behaviour of weathered red sandstone coarse-grained soil under drying–wetting cycles was investigated using a series of triaxial...
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Effect of non-plastic marine silt on physical and mechanical properties of Konarak carbonate sand
In this work, the physical and mechanical properties of Konarak carbonate sand located in the southeast of Iran at the shore of the Gulf of Oman...
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Numerical Implementation of Ground Behaviors Beneath Super-Tall Building Foundations During Construction
Recently, in Japan, the number of super-tall buildings has been increasing, and weight per area for some has exceeded 1000 kN/m2. The behavior of...
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Exploring Tailings Dam Stability Considering Uncertainties in the Critical State Parameters of the NorSand Model
Stability analyses of tailings dams often utilize advanced constitutive models that require the calibration of many parameters. Yet, there remains...
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A generalized dilatancy angle equation of granular soil
This paper presents a generalized dilatancy angle equation of granular soil to cover not only the drained tests but also the undrained tests by...
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Mechanics of an Iron Ore Tailings Exhibiting Transitional Behaviour
Laboratory critical state line (CSL) testing used in engineering practice to analyse the stability and liquefaction susceptibility of tailings...
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Self-healing of Fractures around Radioactive Waste Disposal in Clay Formations
The feasibility of storing radioactive waste in low permeable clays is studied extensively nowadays. Fracturing and healing of fractures is of great...