Porous fly ash/aluminosilicate microspheres-based composites containing lightweight granules using liquid glass as binder

O Miryuk, R Fediuk, M Amran - Polymers, 2022 - mdpi.com
The modern energy-saving vector of development in building materials science is being
implemented in a complex way through the development of new heat-insulating materials …

[HTML][HTML] Swelling and collapse behavior of unsaturated expansive subgrades stabilized with recycled glass

A Al-Taie, E Yaghoubi, PLP Wasantha… - Transportation …, 2023 - Elsevier
The swelling and collapse behaviors of expansive soils cause significant damage to light
infrastructures such as pavements. This study investigates the swell-collapse behavior of …

A new and simple method for predicting the collapse susceptibility of intact loess

QY Mu, BL Dai, C Zhou, LL Meng, JG Zheng… - Computers and …, 2023 - Elsevier
The collapse susceptibility of intact soil should be determined before designing
infrastructures in loess regions. It is significantly affected by many factors, including soil type …

A hypoplastic model considering grain breakage and wetting effect for granular material

H Qian, C Xu, W Wu, X Du - Computers and Geotechnics, 2024 - Elsevier
We propose a hypoplastic model to capture the short-term and long-term creep behavior of
granular material by incorporating grain breakage and wetting effect. In the proposed model …

Matric Suction-Based Mathematical Model in Predicting California Bearing Ratio Using Dynamic Cone Penetrometer Test

KE Garcia, A Tabaroei - Transportation Infrastructure Geotechnology, 2025 - Springer
This study examined the limitations of the dynamic cone penetrometer test (DCPT) for
predicting soil strength such as California bearing ratio (CBR) and proposed incorporating …

Hydro-mechanical behavior of unsaturated unbound pavement materials under repeated and static loading

E Yaghoubi, MM Disfani, A Arulrajah… - … IV: Proceedings of the …, 2021 - Springer
Climatic events such as precipitation result in unbound structural layers of pavements being
in a partially saturated condition during their service life. With unsaturated testing being …