Cited by Study on the performance and mechanism of cementitious materials prepared by modification of sand washed filter cake on cured residual soil

The impacts of freeze-thaw cycles on polypropylene fiber-reinforced clayey soil stabilized with alkali-activated fly ash DOI

Arash Rajaee,

N. Talebi,

Saeed Abrishami

et al.

Case Studies in Construction Materials, Journal Year: 2025, Volume and Issue: 22, P. e04439 - e04439

Published: Feb. 25, 2025

Language: Английский

Citations

The microscopic reinforcement mechanism of Zhuhai soft soil by cement-based stabilizer: From microscopic characterization to molecular dynamics simulation DOI

Qichang Fan, Yiming Liu, Yuan‐Yuan Zheng

et al.

Applied Surface Science, Journal Year: 2024, Volume and Issue: unknown, P. 161574 - 161574

Published: Oct. 1, 2024

Language: Английский

Citations

Enhancement effect of calcium carbide residue and rice husk ash on soft soil: Small-strain property and micro mechanism DOI

Na Li,

Yingdi Pang,

Wei Wang

et al.

Journal of Materials Research and Technology, Journal Year: 2024, Volume and Issue: 32, P. 774 - 791

Published: July 24, 2024

The resource utilization of calcium carbide residue (CCR) and rice husk ash (RHA) is helpful to save resources alleviate environmental pollution. In this research, CCR RHA were used modify soft clay, the resonant column test was conducted explore its small-strain dynamic characteristics. micro-mechanism CCR-RHA modified clay (CRSC) investigated by using scanning electron microscopy, X-ray diffraction mercury intrusion tests. findings demonstrated that shear modulus CRSC increased with increase content confining pressure, but decreased strain. contrast, damping ratio presents opposite change law. Hardin-Drnevich (H-D) model fit modulus/maximum (G/Gmax)-shear strain γ D-shear γ. As pressure increased, Gmax Dmax dropped in specimens same content. changes fitted G/Gmax-γ curve could be divided into progressively decrease stage rapid stage, while D-γ separated linear slow turning point = 10−4. Microscopic tests revealed incorporation helped promote hydration reaction, generated products such as silicate hydrate able enhance integrity compactness CRSC. results research putfward solid foundation for application modification soil.

Language: Английский

Citations

Soil utilization of solid waste: small-strain dynamic properties and microscopic mechanism of phosphogypsum-modified coastal cement soil DOI

Yingdi Pang,

Na Li,

Meixin Fan

et al.

Journal of Materials Research and Technology, Journal Year: 2024, Volume and Issue: 33, P. 4265 - 4279

Published: Oct. 11, 2024

Language: Английский

Citations

Neural network coupled with nature-inspired optimization algorithms for prediction of microstructural and mechanical properties of nano-silica treated fine-grained soil DOI

Ishwor Thapa, Sufyan Ghani, Panagiotis G. Asteris

et al.

Modeling Earth Systems and Environment, Journal Year: 2025, Volume and Issue: 11(1)

Published: Jan. 11, 2025

Language: Английский

Citations

Multiscale mechanical behavior of hydrated expansive soil: Insights from experimental and MD study DOI

Weiwei Niu,

Yuan‐Yuan Zheng, Zhen‐Yu Yin

et al.

Computers and Geotechnics, Journal Year: 2025, Volume and Issue: 181, P. 107129 - 107129

Published: Feb. 6, 2025

Language: Английский

Citations

Estabilización superficial de suelos derivados de cenizas volcánicas con cemento en taludes de infraestructura vial DOI

Sara M. Gómez-Rodríguez, Yeleman F. Valbuena-Muñoz, L. Cruz

et al.

Ingeniería y Competitividad, Journal Year: 2025, Volume and Issue: 27(1)

Published: Jan. 31, 2025

Introducción: el presente proyecto aborda una alternativa para mitigar comportamientos desfavorables típicos de los suelos derivados cenizas volcánicas (SDCV), especialmente en su configuración como talud. Estos terrenos suelen presentar desafíos estabilidad, lo que limita uso proyectos ingeniería. La propuesta busca generar solución permita estabilizar estos zonas requieran utilización infraestructura.Objectivo: objetivo del estudio fue evaluar la efectividad las mezclas SDCV con cemento mejorar resistencia y estabilidad suelos, condiciones intemperismo extremo, podría ocurrir taludes.Metodología: se realizaron pruebas laboratorio utilizando muestras mezcladas diferentes proporciones. Estas fueron sometidas a ciclos simulan acción comportamiento extremas. Los ensayos incluyeron compresión no confinada análisis pérdida masa debido inmersión secado, permite simular efectos desgaste tiempoResultados: resultados mostraron un aumento significativo tratados cemento, incremento hasta 400% cuando utilizó 12-15% cemento. Además, demostraron buen ante intemperismo, aquellas 15% presentaron aceptable tras secadoConclusiones: tratamiento proporciones entre 13% mejora notablemente propiedades físicas aumentando durabilidad. Este mejoramiento hace viable construcción infraestructuras viales, particularmente estabilización taludes, ofreciendo efectiva

Citations

The Analysis of Pavement Structure Response with the Replacement of Subbase and Subgrade Using Stabilized Soil DOI

Shaohua Guo, Tian Dong, Jiawei Zhang

et al.

Sustainable civil infrastructures, Journal Year: 2025, Volume and Issue: unknown, P. 139 - 149

Published: Jan. 1, 2025

Language: Английский

Citations

Experimental investigation and constitutive modeling of frozen clay with different montmorillonite contents DOI

Dan Wang, Enlong Liu, Weiwei Niu

et al.

Construction and Building Materials, Journal Year: 2025, Volume and Issue: 477, P. 141258 - 141258

Published: April 16, 2025

Language: Английский

Citations

Compressive strength of biopolymer-stabilized residual granitic soil using polybutylene succinate and xanthan gum: A mechanical-microstructural study DOI

Fazal E. Jalal, Mudassir Iqbal, Xiaohua Bao

et al.

Journal of Rock Mechanics and Geotechnical Engineering, Journal Year: 2025, Volume and Issue: unknown

Published: April 1, 2025

Language: Английский

Citations