International Journal of Geosynthetics and Ground Engineering
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Statistical Analysis for Prediction of Unconfined Compressive Strength of Synthetic Fibre-Reinforced Clayey Soil
International Journal of Geosynthetics and Ground Engineering - Tập 6 - Trang 1-13 - 2020
In order to obtain a simpler and more reliable prediction model of unconfined compressive strength (UCS) of soil for application, the UCS data of synthetic fibre-reinforced clayey soil (FRS) were analyzed by statistical method, which were collected from previous studies. Based on the data sources, the failure modes of FRS were analyzed, it can be verified that the slippage of fibre is the major fa......
Strength and Rheology of Cemented Pastefill Using Waste Pitchstone Fines and Common Pozzolans Compared to Using Portland Cement
International Journal of Geosynthetics and Ground Engineering - Tập 8 - Trang 1-13 - 2022
Cemented pastefill is one of the most popular backfill types that use waste mill tailings to backfill and stabilise the mined-out voids in underground mines. Cement dosage in the range of 3–7% is added to the tailings to increase the strength of cemented pastefill to serve as wall support when extracting adjacent stopes. Cement is expensive and contributes significantly to the cost of backfilling ......
Unconfined Compressive Strength of Compacted Disturbed Cement-Stabilized Soft Clay
International Journal of Geosynthetics and Ground Engineering - Tập 2 - Trang 1-10 - 2016
Pneumatic flow mixing method is a new land reclamation method, developed in Japan to meet the persistent lack of space. In this method dredged soft soil is mixed with a small amount of stabilizing material (such as cement) during transporting the soft soil in a pipe using compressed air to be used for land reclamation. In some cases, the soil/cement mixture is stored in temporary place for days an......
Numerical Analysis of Embankment Built on Indian Marine Clay Improved with DM Column
International Journal of Geosynthetics and Ground Engineering - Tập 7 - Trang 1-13 - 2021
For a developing country like India, rapid industrialization and overpopulation have created a massive demand for land usage. Previously considered unsuitable land for construction, such as marginal land with poor soil conditions, is now being used largely to meet this demand. The construction of embankments for infrastructural development projects like highways, airport runways, berms, etc., over......
Correlation-Based Studies on Resilient Modulus Values for Fiber-Reinforced Lime-Blended Clay
International Journal of Geosynthetics and Ground Engineering - Tập 7 - Trang 1-12 - 2021
In the design protocols of pavement subgrade layers, the resilient modulus (MR) property assumes importance in evaluating the performance during their life-time under sustainable repeated or dynamics traffic-loads. The aim of this study is to evaluate the improvements achieved on the subgrade layers of fiber-treated lime-blended expansive soil. Two types of fibers exhibiting different surface prop......
Effect of Column Configuration on the Performance of Encased Stone Columns with Basal Geogrid Installed in Lithomargic Clay
International Journal of Geosynthetics and Ground Engineering - Tập 5 Số 4 - 2019
Strength Enhancement of Geotextile-Reinforced Fly-Ash-Based Geopolymer Stabilized Residual Soil
International Journal of Geosynthetics and Ground Engineering - - 2020
Soils in their natural form are often deemed unsatisfactory to be directly used as a construction material for their respective applications. Under such circumtances, employment of ground improvement techniques to better suit the soil for its function is typically the most economical approach. Consequently, the present research investigated into the beneficial effect of modernized soil treatment t......
Enhancing the Mechanical and Microstructural Properties of Expansive Soils using Industrial Waste, Nano-material and Polypropylene Fibers: A Comparative Study
International Journal of Geosynthetics and Ground Engineering - Tập 9 - Trang 1-24 - 2023
Lime is a common stabilizer in soil remediation projects. However, in terms of the considerable emissions of greenhouse gases in lime production, the replacement of environmentally friendly stabilizers with lower CO2 emissions has attracted much attention. Accordingly, this study investigated the efficacy of expansive clay remediation employing ground granulated blast furnace slag (GGBS) and nano-......
Cement Admixed Clay Columns as a Solution for River Wall Stability Problems: A Case Study of Pasak River
International Journal of Geosynthetics and Ground Engineering - Tập 9 - Trang 1-21 - 2023
This paper presents a case study of river wall reinforcement by soil–cement columns using deep cement mixing method. The study includes the selection of the best method among alternatives using alternative hierarchy process, the description of the construction technique, the evaluation of the engineering properties of soil–cement, and the finite element simulation of soil–cement and wall performan......
Thermal Modeling of Geosynthetics and Earth Structures in a Changing Climate: Overview and Future Challenges
International Journal of Geosynthetics and Ground Engineering - - 2024
In recent decades, the thermal analysis of soil and earth structures has gained significant importance, driven primarily by the implications of climate change. This review offers a comprehensive overview of the various approaches used in the thermal analysis of soil. The article delves into the challenges associated with thermal analysis, particularly the complexities introduced by coupling techni......
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