Shaking table tests on slope reinforced by anchored piles under random earthquake ground motions

H Hu, Y Huang, L Zhao, M Xiong - Acta Geotechnica, 2022 - Springer
Many studies have reported that the seismic responses of slopes and retaining structures
are notably different under the effect of multiple seismic waves. Previous experimental …

Integral abutment bridges: investigation of seismic soil‐structure interaction effects by shaking table testing

G Fiorentino, C Cengiz, F De Luca… - Earthquake …, 2021 - Wiley Online Library
In recent years there has been renewed interest on integral abutment bridges (IABs), mainly
due to their low construction and maintenance cost. Owing to the monolithic connection …

Investigation of seismic behavior of slope reinforced by anchored pile structures using shaking table tests

H Hu, Y Huang, M Xiong, L Zhao - Soil Dynamics and Earthquake …, 2021 - Elsevier
An anchored pile structure is a type of retaining structure that is widely used in excavation
support systems, water-front structures, slope stabilization, and landslide prevention. This …

A finite element performance-based approach to correlate movement of a rigid retaining wall with seismic earth pressure

J Bakr, SM Ahmad - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
The paper presents a unique finite element model-based investigation and development of
a relationship between the seismic active and passive earth pressure and the movement of …

The Effect of Adding Expanded Polystyrene Beads (EPS) on the Hardened Properties of Concrete

AS Salahaldeen, AI Al-Hadithi - Engineering, Technology & Applied …, 2022 - etasr.com
This study investigated the possibility of producing lightweight concrete using Expanded
Polystyrene Beads (EPS), using one reference and five light concrete mixes by replacing …

Dynamic soil-structure interaction between retaining walls, retaining soil and retained structures

PN Psarropoulos, Y Tsompanakis… - Bulletin of Earthquake …, 2022 - Springer
Dynamic soil response and dynamic soil-structure interaction (DSSI) play an important role
on the seismic response and distress of all engineering structures. The role of soil response …

[PDF][PDF] Progress on strengthening techniques for expansive soil slopes

WL Zou, JG Lin, Z Han, KW Fan, QY Pei… - Journal of Central …, 2022 - researchgate.net
Expansive soil hazard is a special kind of soil-related hazard in geological engineering. The
general mechanisms of expansive soil landslide were illustrated, which lies in the swelling …

Physical and mechanical properties of a bulk lightweight concrete with expanded polystyrene (EPS) beads and soft marine clay

J Wang, B Hu, JH Soon - Materials, 2019 - mdpi.com
The variation of physical and mechanical properties of the lightweight bulk filling material
with cement and expanded polystyrene (EPS) beads contents under different confining …

Dynamic properties of sand-EPS bead mixtures

RM El-Sherbiny, SH Ramadan… - Geosynthetics …, 2018 - icevirtuallibrary.com
Soils modified with Expanded Polystyrene (EPS) beads are typically used as lightweight
mixtures to solve many geotechnical challenges. In seismically active areas, understanding …

Mitigating frost heave of an expansive soil channel reinforced with soilbags: Insights from physical model tests

Y Zhang, Y Lu, S Liu, J Liu, Y Liu, J Tian - Geotextiles and Geomembranes, 2025 - Elsevier
Frost heave significantly affects the normal operation and long-term performance of
expansive soil channels, and the soilbag reinforcement method offers a potential solution for …