[HTML][HTML] A comprehensive review of multisource solid wastes in sustainable concrete: From material properties to engineering application

Y Yang, P Lu, R Shao, Q Zhao, T Yang, C Wu - Construction and Building …, 2024‏ - Elsevier
Considering the environmental problems caused by storing massive solid waste, the need
for harmless disposal of multielement solid waste has become increasingly urgent. This …

Per-and poly-fluoroalkyl substance remediation from soil and sorbents: A review of adsorption behaviour and ultrasonic treatment

MA Uriakhil, T Sidnell, ADC Fernandez, J Lee, I Ross… - Chemosphere, 2021‏ - Elsevier
Per-and poly-fluoroalkyl substances (PFAS) are xenobiotics, present at variable
concentrations in soils and groundwater worldwide. Some of the current remediation …

Long-term ageing characteristics of cemented paste backfill: Usability of sand as a partial substitute of hazardous tailings

M Sari, E Yilmaz, T Kasap - Journal of Cleaner Production, 2023‏ - Elsevier
Considering environmental problems caused by sulfidic tailings as a result of long-term
ageing as well as inadequacies in their gradations in ensuring the strength needed for …

Predicting residual friction angle of lunar regolith based on Chang'e-5 lunar samples

J Nie, Y Cui, K Senetakis, D Guo, Y Wang, G Wang… - Science Bulletin, 2023‏ - Elsevier
With the rapid development of human lunar exploration projects, the lunar base
establishment and resource utilization are on the way, and hence it is urgent and significant …

Effects of changes in soil properties caused by progressive infiltration of rainwater on rainfall-induced landslides

Z Zhang, R Zeng, X Meng, S Zhao, S Wang, J Ma… - Catena, 2023‏ - Elsevier
Slope failure is associated with changes in pore water pressure induced by rainfall, this
paper further attempt to bridge knowledge gaps that exist in understanding the relationship …

Multi-scale understanding of sand-geosynthetic interface shear response through Micro-CT and shear band analysis

R Khan, GM Latha - Geotextiles and Geomembranes, 2023‏ - Elsevier
To understand the process of mobilisation of shear strength in sand-geosynthetic interfaces
at a fundamental level, it is essential to precisely characterize the size and shape of the …

Micro-mechanical analysis of soil–structure interface behavior under constant normal stiffness condition with DEM

P Wang, ZY Yin, WH Zhou, W Chen - Acta Geotechnica, 2021‏ - Springer
The mechanical behavior at soil–structure interface (SSI) has a crucial influence on the
safety and stability of geotechnical structures. However, the behavior of SSI under constant …

Influence of particle shape on the shear strength and dilation of sand-woven geotextile interfaces

A Afzali-Nejad, A Lashkari, PT Shourijeh - Geotextiles and Geomembranes, 2017‏ - Elsevier
The influence of particle shape on the mechanical behavior of sand-woven geotextile
interfaces over a wide domain of soil density and normal stress is studied. A uniformly …

Global and local sand–geosynthetic interface behaviour

A Lashkari, V Jamali - Géotechnique, 2021‏ - icevirtuallibrary.com
The influence of overall particle shape, mean particle size, initial relative density and
effective normal stress on the global and local soil–geosynthetic interaction is investigated …

Effect of particle size of sand and surface asperities of reinforcement on their interface shear behaviour

P Vangla, ML Gali - Geotextiles and Geomembranes, 2016‏ - Elsevier
This paper investigates the effect of particle size of sand and the surface asperities of
reinforcing material on their interlocking mechanism and its influence on the interfacial shear …