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An experimental study on early age compression and shear strength properties of mixed clay soil
Clay mixed soil is a combination of clay and soil components that may be used as the core of earth dams and the foundation for building and road...
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Bearing Capacity of a Model Square Footing on Geocomposite Reinforced Layered Soil
The efforts made all over the world towards the fact of decreasing the environmental pollution have been enormously demanding now a days. Therefore...
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Investigating the Collapsible Behavior of Sedimentary Soil in Shallow Foundations
Some unsaturated soils present volumetric instability with moisture variation, under constant stress. This paper presents results of an investigation...
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Mechanical Behavior of Clayey Soil Reinforced with Recycled Tire Rubber Using Chips and Fibers
The volume of discarded tires continues to increase each year, becoming a major topic of concern for society. Motivated by this environmental issue,...
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Utilization of admixture stabilized native expansive soil as a CNS material for heave control
Severe distress could be observed in the structures with foundations on expansive soils due to their swelling and shrinkage behavior. Several...
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Peculiarities of the Properties of Soil Involved in Mudflow Process in Chukotka
AbstractThe mineral and granulometric composition and some physical and physicochemical parameters of soils identified during laboratory studies...
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Assessment of Collapse Potential of Lumped Soil in Alluvial Deposit by Double Consolidation Tests
Alluvial soils transported by water are widely distributed in the arid and semi-arid regions of the world. Due to the increasing population in these...
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Chemico-mechanical activation of EICP-modified soil: role of urease enzyme
Enzyme-induced carbonate precipitation (EICP) is a ground improvement technique used in bio-geotechnical engineering, which utilizes...
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Strength Mechanism of a Swelling Soil Improved with Jute Fibers: A Laboratory Treatment
In this paper, results are reported from a series of laboratory tests conducted on a swelling soil treated with different jute fibers with a twofold...
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Effect of Xanthan Gum on the mechanical properties of fiber-reinforced sandy soil
Due to the loose structure and low cohesion of natural sand, many improved techniques have been tried to overcome this deficiency. When fiber...
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Permeability of xanthan gum-improved silty soil and its prediction model
Using traditional materials to improve the permeability of silty soils can cause irreversible damage to the environment. Therefore, it is necessary...
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Research progress of coarse-grained slip zone soil in China
The study on the strength characteristics of slip zone soils is an important part of landslide stability analysis. Current research on slip zone...
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Application of soil parameter inversion method based on BP neural network in foundation pit deformation prediction
When significant deformation occurs in a foundation pit, it is critical to have an accurate method for predicting this deformation. This is necessary...
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Effects of chemical solution on the deformation and strength characteristics of expansive soil
Pore fluid chemistry can obviously influence the deformation and strength of expansive soil. To investigate the change rules and the underlying...
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Soil–pipe interaction and structural response under static and seismic loading for geopolymer concrete pipes
The evaluation of underground concrete pipe performance demands advanced methodologies for analyzing structural models and identifying key parameters...
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Experimental study on shear and disintegration resistance of MICP-treated residual granite soil
In natural state, granite residual soils have high shear strength. It is prone to disintegration when exposed to water environment. To investigate...
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Dynamic evolution of three-dimensional cracks in expansive soil under wet-dry cycles: insights from resistivity monitoring
This study investigates the dynamic evolution of cracks in expansive soil under varying wet-dry cycles, employing a self-developed three-dimensional...
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An experimental study on water and sand leakage disaster of gap-graded sandy soil under different grain size distributions
Water and sand leakage (WSL) disasters frequently occur in underground engineering such as tunnels and foundation pits. The appearance of leakage...
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Field performance of a geogrid-reinforced expansive soil slope: a case study
The aim of this study is to better understand the long-term stability and reinforcement mechanism of expansive soil cut slopes repaired by geogrid...
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An experimental investigation for pullout response of granular pile anchors embedded in clayey soil
An efficient and affordable foundation technique to combat pullout forces experienced by transmission towers or foundations in expansive soils is the...
