Cantilever piled-wall design criteria in cohesionless soil: a review

MH Zakaria, A Basha - World Journal of Engineering, 2024 - emerald.com
Purpose The design of cantilever pile walls (CPWs) presents several common challenges.
These challenges include soil variability, groundwater conditions, complex loading …

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 …

An evolutionary-based polynomial regression modeling approach to predicting discharge flow rate under sheet piles

AA Asr, A Johari, AA Javadi - Engineering with Computers, 2023 - Springer
The discharge flow rate beneath sheet plies is an essential parameter in designing these
water retaining structures. This paper presents a unified framework for modeling and …

Experimental and numerical studies on the behavior and retaining mechanism of anchored stabilizing piles in landslides

C Wang, H Wang, W Qin, H Tian - Bulletin of Engineering Geology and the …, 2021 - Springer
Anchored stabilizing piles (ASPs) are now extensively applied as an effective method in
landslide treatment, but systematic studies ASPs in landslides are still lacking. The behavior …

Seismic response of a sheet-pile wall with anchoring frame beam by numerical simulation and shaking table test

Y Lin, X Cheng, G Yang, Y Li - Soil Dynamics and Earthquake Engineering, 2018 - Elsevier
The sheet-pile wall is widely combined with anchoring frame beam to support high slope in
Geotechnical Engineering. However, the dynamic characteristics of the sheet-pile wall with …

Behavior of cantilever secant pile wall supporting excavation in sandy soil considering pile-pile interaction

MI Ramadan, M Meguid - Arabian Journal of Geosciences, 2020 - Springer
This study presents the results of a numerical investigation performed to investigate the
behavior of a cantilever secant pile wall (CSPW) used to support excavation in sandy soil …

[PDF][PDF] Performance of ground anchored walls subjected to dynamic and pseudo-static loading

ASR Olia, M Oliaei, H Heidarzadeh - Civ Eng J, 2021 - researchgate.net
This study investigates the response of pre-stressed anchored excavation walls under
dynamic and pseudo-static loadings. A finite difference numerical model was developed …

[HTML][HTML] Evaluation of soil spring methods for response spectrum analysis of pile-supported structures via dynamic centrifuge tests

JW Yun, JT Han - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
Response spectrum analysis is a linear dynamic method that efficiently determines the
maximum response of a structure according to its natural period. It is mainly used as a …

Experimental study on the dynamic behavior of pile-anchor structures under impact loading of debris flow and rockfall

H Hu, Y Huang, Y Bao, W Wang - Soil Dynamics and Earthquake …, 2024 - Elsevier
The pile-anchor structure is widely used in slope/landslide reinforcement, and is also
applicable to debris flow and rockfall barriers in mountainous areas. However, the impact …

Discrete-element method simulations of the seismic response of flexible retaining walls

SF Sizkow, U El Shamy - Journal of Geotechnical and …, 2021 - ascelibrary.org
In this study, an analysis of soil–retaining wall dynamic interaction is conducted using three-
dimensional discrete-element method (DEM) simulations. Soil grains are treated as rigid …