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Analyzing the Effect of Gypseous Soil Stabilized with Ground Granulated Blast Furnace Slag by DBN-MFO
Gypseous soil is an emerging process in the construction environment for the application of building works presently. Increasing the strength of the...
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Evaluation of the Collapse Potential Magnitude of Untreated and Treated Collapsible Gypseous Soil — A New Procedure
Many researches have been conducted to study the collapse potential of collapsible soils using collapse tests; single-oedometer tests, and...
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An Experimental Study Evaluating the Negative Skin Friction on Single and Group of Close-ended Circular Pipe Piles Embedded in Gypseous Soil
The engineering characteristics of gypseous soil change as it becomes wet, posing a risk to the structures above it. The bearing capacity and...
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Role of Soluble Materials on the Hydro-mechanical Properties of Collapsible Gypseous Soil
A program of laboratory tests and analysis of results was conducted for Iraqi gypseous soil to understand the role of soluble minerals on some...
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Suction—Resistivity Relationship in Unsaturated Gypseous Soil
Suction pressure and water potential significantly affect the geotechnical and geophysics behavior of the gypseous collapsible soil, especially under...
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Investigation of the Impacts of Nanomaterials on the Micromechanical Properties of Gypseous Soils
Soil stabilization is essential to improve the undesirable geotechnical properties of soil. This study presents using nanoclay and nanosilica to...
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Improving the Gypseous Soil Bearing Capacity Using Geotextile Reinforcement Under Dry Condition
Gypseous soil is one of the problematic soils and greatly affects the stability of the engineering structures, especially in Iraq. The main...
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The Effect of Electric Field on the Settlement Behavior to Improve Gypseous Soil
There are many techniques to improve gypseous soil, one of these is used electrical field (Electro-osmotic consolidation), which is the technology of...
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Investigation of Shear Strength Parameters for Gypseous Soils Using a Modified Apparatus of Triaxial Test
The influence of matric suction on the compressibility of unsaturated gypseous sand soil under various loading conditions is investigated in this...
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Effect of Microbial Induced Calcite Precipitation on Shear Strength of Gypseous Soil in Dry and Soaking Conditions
The gypseous soils have complex and irregular behavior and are found predominantly in dry and semi-dry areas of the world; when gypseous soils are...
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Predicting the chemical and mechanical properties of gypseous soils using different simulation technics
Gypseous soils are soils that contain sufficient quantities of gypsum that are considered collapsible soil. The present study's objective is to...
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Stability of Gypseous Soil Slopes Using the Upper Bound Theorem of Limit Analysis
The upper bound theorem of limit analysis is utilized to study the stability of gypseous soil slopes. A simplified equation is proposed to estimate...
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Dynamic response of a footing adjacent to dynamically loaded footing on gypseous soil
This paper presents an experimental study on the dynamic response of a circular foundation, underneath the have an impact on of a dynamic load that...
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Treating sulfate-bearing soil by using sodium silicate and NaOH-activated ground granulated blast-furnace slag
When calcium-based stabilizers (e.g., lime and cement) are used to treat sulfate-bearing soil, ettringite will be produced under wet conditions,...
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Characterization of collapsible gypsum sand soil with the presence of matric suction using a modified odometer apparatus
This study looks into the influence of matric suction on the volume change of gypsum sand soil in unsaturated conditions. The specimens were...
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An investigation of nonmagnetic iron slag effect on engineering parameters of expansive soil and its statistical validation
Soil is a surface material formed from the disintegration of rock under physical and chemical processes. Each soil has different characteristics...
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Influence of Length to Diameter Ratio of the Skirt on Horizontal Bearing Characteristics of Tripod Suction Jacket Foundation in Sandy Soil
The tripod foundation (TF) is a prevalent foundation configuration in contemporary engineering practices. In comparison to a single pile, TF...
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Swelling suppressing by using polypropylene fibre as reinforcement in natural pozzolana-lime-stabilised expansive grey clayey soil artificially contaminated by sulphates
The present paper aims to assess the free swell potential behaviour using polypropylene fibre (PF) as reinforcement in natural...
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Investigating the Effect of Polypropylene Fiber on Mechanical Features of a Geopolymer-Stabilized Silty Soil
This study investigates the stabilization of silty soil using alkali-activated fly ash and fibers with lengths of 3 mm and 12 mm. The study examines...
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Laboratory Investigation on Physical-Mechanical Characteristics and Microstructure of a Clayey Gypsiferous Soil in the Presence of Chemical Accelerator
Gypsiferous soils are considered as problematic soils that cause damage to engineering infrastructures, particularly hydraulic structures. The...