[HTML][HTML] Stabilization of expansive soils using chemical additives: A review

D Barman, SK Dash - Journal of Rock Mechanics and Geotechnical …, 2022 - Elsevier
Volume instability of expansive soils due to moisture fluctuations is often disastrous, causing
severe damages and distortions in the supported structures. It is, therefore, necessary to …

Soil and clay stabilization with calcium-and non-calcium-based additives: A state-of-the-art review of challenges, approaches and techniques

A Behnood - Transportation Geotechnics, 2018 - Elsevier
Soil stabilization is a technique to improve the engineering and geotechnical properties of
soils such as mechanical strength, permeability, compressibility, durability and plasticity …

Strength development in soft marine clay stabilized by fly ash and calcium carbide residue based geopolymer

C Phetchuay, S Horpibulsuk, A Arulrajah… - Applied clay …, 2016 - Elsevier
This research investigates strength development and the carbon footprint of Calcium
Carbide Residue (CCR) and Fly Ash (FA) based geopolymer stabilized marine clay. Coode …

Long-term settlement behaviour of metro tunnels in the soft deposits of Shanghai

SL Shen, HN Wu, YJ Cui, ZY Yin - Tunnelling and Underground Space …, 2014 - Elsevier
The Quaternary soft deposits of Shanghai form a multi-aquifer–aquitard system (MAAS) with
aquitards of high compressibility and aquifers of high groundwater table. The metro tunnels …

[HTML][HTML] Recent progress of utilization of activated kaolinitic clay in cementitious construction materials

Y Cao, Y Wang, Z Zhang, Y Ma, H Wang - Composites Part B: Engineering, 2021 - Elsevier
The development of a green alternative that can partially or completely substitute the
Ordinary Portland cement (OPC) as a practical construction material with low CO 2 footprint …

Cement, lime, and fly ashes in stabilizing expansive soils: Performance evaluation and comparison

M Mahedi, B Cetin, DJ White - Journal of Materials in Civil …, 2020 - ascelibrary.org
In this paper, the effectiveness of different chemical stabilizers in improving the engineering
properties of expansive soils is investigated. Three different soils with variable sulfate …

Strength behavior and microstructural characteristics of soft clay stabilized with cement kiln dust and fly ash residue

N Yoobanpot, P Jamsawang, S Horpibulsuk - Applied Clay Science, 2017 - Elsevier
This study presents the use of cement kiln dust (CKD) and fly ash (FA) to improve the
unconfined compressive strength (UCS) of soft Bangkok clay compared with ordinary …

[HTML][HTML] Strength development in silty clay stabilized with calcium carbide residue and fly ash

S Horpibulsuk, C Phetchuay, A Chinkulkijniwat… - Soils and …, 2013 - Elsevier
Calcium carbide residue (CCR) and fly ash (FA) are waste products from acetylene gas
factories and power plants, respectively. The mixture of CCR and FA can produce a …

Generalized approach for prediction of jet grout column diameter

SL Shen, ZF Wang, J Yang, CE Ho - Journal of Geotechnical and …, 2013 - ascelibrary.org
This paper presents a generalized approach for predicting the diameter of jet grout columns
based on the theoretical framework of turbulent kinematic flow and soil erosion. The …

Improving mechanical properties and shrinkage cracking characteristics of soft clay in deep soil mixing

T Chompoorat, T Thepumong, A Khamplod… - … and Building Materials, 2022 - Elsevier
Deep soil mixing is a ground improvement method that enhances the characteristics of soft
soils by mechanically mixing the soil with cementitious binders such as cement and fly ash …