Vibration mitigation performance of a novel grouting material in the tunnel environment

X Nong, W Bai, S Yi, A Baghbani, Y Lu - Construction and Building …, 2024 - Elsevier
This study evaluated the mechanical properties and vibration damping capabilities of a
proposed grouting materials composed of perlite, rubber, and resin, focusing on their …

Estimating maximum surface settlement caused by EPB shield tunneling utilizing an intelligent approach

T Moghtader, A Sharafati, H Naderpour… - Buildings, 2023 - mdpi.com
To control tunneling risk, the prediction of the surface settlement rate induced by shield
tunneling using earth pressure balance plays a crucial role. To achieve this, ten …

Mitigation of earthquake-induced liquefaction and lateral spread deformation by applying ground granulated blast furnace slag

X Zhang, S Wang, L Su, H Zhu, H Liu, C Liu… - Soil Dynamics and …, 2024 - Elsevier
In recent years, the rapid growth of steel production has accelerated the generation of
ground granulated blast furnace slag (GGBFS). To reduce the environmental problems …

A Systematic Review of the Geotechnical and Structural Behaviors of Fiber-Reinforced Polymer Composite Piles

F Al-Darraji, M Sadique, TM Čebašek, A Ganguli, Z Yu… - Geosciences, 2023 - mdpi.com
Composite piles have emerged as a popular alternative to conventional piling materials for
deep foundations and have gained significant traction as a specific type of pile due to their …

Investigation of elastoplastic constitutive model of rubber-sand mixture

ZD Cui, MZ Xu, XD Wang - Computers and Geotechnics, 2025 - Elsevier
The rubber-sand mixture (RSM) has been extensively applied in the engineering
construction as a lightweight filling material. However, the mechanical characteristics of …

[HTML][HTML] Undrained cyclic behavior of rubber-sand mixture under multi-directional loads

X Li, Y Yang, J Bie, J Wang, E Liu - Case Studies in Construction Materials, 2024 - Elsevier
The undrained cyclic behavior of rubber-sand mixture (RSM) is usually investigated under
the cyclic loads with unidirectional shear stress. However, bidirectional shear stress exists in …

Seismic performance assessment of a retrofitted pile-supported wharf considering soil-cement uncertainties using artificial neural network

Y Wan, M Jia - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
Seismic fragility analysis is an effective method to evaluate the seismic performance of
retrofitted wharf systems affected by the uncertainty of soil-cement strength. Nevertheless …

Experimental and application of waste rubber low‐temperature green regeneration through ultrasound‐assisted method

Y Cheng, Q Liu, Q Wang - Polymer Engineering & Science, 2024 - Wiley Online Library
Combining a traditional mixer and a custom‐built ultrasonic generator, low‐temperature
green regeneration of waste rubber was realized. Through orthogonal experiments, the …

[HTML][HTML] Vertical Response of Stress Transmission Through Sand–Tire Mixture Under Impact

X Nong, W Bai, S Yi, X Huang, Y Lu, A Baghbani - Buildings, 2024 - mdpi.com
This study evaluates the vertical stress transmission through a sand–tire mixture layer under
impact, focusing on this innovative blended material that can impact underground structures …

Performance of Confined Concrete-Filled Aluminum Tube Pile Groups under Combined Loading

F Al-Darraji, M Sadique, Z Yu, A Shubbar… - Geotechnical and …, 2025 - Springer
Recent advancements in foundation engineering have introduced composite piles,
specifically the Confined Concrete-Filled Aluminum Tube (CCFAT) pile system, which can …