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Shear Behavior of Marginal Soil & Non-woven Geotextile System Under UU & CU Triaxial Conditions
Backfill material is one of the major constituents of Geosynthetic reinforced soil (GRS) structures. Current design guidelines conventionally...
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Triaxial Mechanical Characteristics and Microscopic Mechanism of Graphene-Modified Cement Stabilized Expansive Soil
To investigate the effect of graphene (G) on the triaxial mechanical characteristics of cement stabilized soil, a triaxial unconsolidated and...
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Triaxial Compression Behavior of Sandy Soil Polluted with Crude Oil
This study aims to use a series of laboratory tests to analyze the geotechnical behavior of oil-contaminated sandy soil, including compaction and...
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Mechanical Performance of Vegetation-Growing Concrete Reinforced by Palm Fibers under Triaxial Compression
Fibers have been widely applied to improve the mechanical properties of natural soil and traditional cemented soils, but rarely investigated in...
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Cyclic Triaxial Test to Measure Strain-Dependent Dynamic Properties—A Comprehensive Study
A review on dynamic properties of soil using cyclic triaxial test has been proposed in the present study. Several researchers have studied the...
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Triaxial Shear Behavior of Basalt Fiber-Reinforced Loess Based on Digital Image Technology
Engineering construction in loess areas often requires improvement of loess. Basalt fiber-reinforced soil due to complexity of material composition...
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A Comparative Study of Undrained Shear Strength of Offshore Cohesive Soils by Different Methods
Shear strength is a very important soil parameter in offshore soil investigations for large-scale projects where time and huge costs are involved for...
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Study on Performance of Geotextile Reinforced Soils Using Triaxial Compression Test
The usage of geosynthetic materials as a ground improvement technique has gained widespread approval due to its quality of construction, simplicity,...
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Effects of Cement and Nanoclay on the Characteristics of the Sand with Non-Plastic Fine Materials
Soil stabilization with cement is one of the most widely used methods in construction projects. Nowadays, the use of new and environmentally friendly...
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Effect of Polypropylene Planar Reinforcement on the Unconsolidated Undrained Behavior of Black Cotton Soil
Black cotton soil is very compressible and cohesive with extremely low bearing capacity. This study’s objective is to enhance the shear parameters...
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Site Characterization and Economization Through Pressuremeter Test: A Case Study in Katni, M.P
Katni in Madhya Pradesh is proposed to have a railway elevated corridor spanning across 33 km, longer than any other in India. The geotechnical...
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Optimizing Shear Strength Performance of Incinerator Bottom Ash Composites Using Neural Networks
This study investigates the behavior of stabilized Incinerated Bottom Ash (BA) reinforced with fiber when tested under Triaxial conditions. A number...
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Role of Nano-silica Additive on the Strength Behaviour of a Highly Plastic Clay Found in an Indian Paddy Field
Paddy soils are typically cohesive deposits that undergo deformation with changes in their moisture content. The enhancement of the geotechnical...
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Energy Absorption Properties of Fly Ash–Cement Treated Soil Reinforced with Bagasse and Glass Fibre Wastes Based on UU Triaxial Tests
Energy absorption of soil–fly ash and soil–cement mixes have been widely studied. However, the study on the effect of waste materials such as...
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Small-Strain Shear Modulus and Strength Characteristics of Clayey Soil Treated with Nano-SiO2 and Fly Ash
The study investigated the enhancement of mechanical strength and small-strain stiffness characteristics of soil blended with Nano-SiO 2 and fly ash....
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The Mechanical Properties of Lean Clay Filler under Freeze-thaw and Thermostatic Curing Cycles in Loess Plateau
The subgrade filler weakens its mechanical property after suffering from freeze-thaw (F-T) cycles, which threatens the trains’ operation safety. It...
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Temperature-Controlled Triaxial Compression Test of Tire Strip-Reinforced Silty Clay
Through triaxial compression test, the effect of different confining pressures, temperatures and volume reinforcement ratios on the strength of tire...
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Experimental Investigation of the Mechanical Properties of Polypropylene Fiber-Reinforced Clay Soil and Development of Predictive Models: Effects of Fiber Length and Fiber Content
This study investigated the mechanical properties of a low-plasticity clay soil reinforced with polypropylene (PP) fiber in various contents (0.05%,...
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Performance of Black Cotton Soil Reinforced with Randomly Distributed Banana Fibers
The most significant part of India and a portion of South India are covered with black cotton soil. These soils have high swelling and shrinkage...
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Enhancing Mechanical Properties of Low Plasticity Clay Soil Using Hemp Fibers: Effects of Fiber Content and Fiber Surface Coating
In this study, the effect of different fiber contents (0.05%, 0.10%, 0.15%, and 0.20%) on the mechanical properties of low plasticity clay soils...
