Numerical investigation of bearing capacity and lateral response of pile group considering soil interaction DOI

Ali Mohammed Ali Al-Araji,

Reza Moradi,

Ali Mohammed Owaid

et al.

Salud Ciencia y Tecnología - Serie de Conferencias, Journal Year: 2025, Volume and Issue: 4, P. 1582 - 1582

Published: March 29, 2025

Introduction: Piles play a crucial role in major structures like power plants, petrochemical complexes, offshore platforms, and bridges. Ensuring their safe cost-effective design under lateral dynamic loads is essential. Due to the complexity of soil-pile interaction influence multiple factors, further research required.Objective: The main objective this investigate parameters affecting soil reinforced concrete pile groups.Methods: discussed investigated include use UHPC with different strengths instead conventional piles, length, diameter, length-to-diameter ratio, spacing. Results: results show that if diameter 0.6 meters, increasing length from 9.15 11.65 meters 14.15 will increase bearing capacity by 53% 77%, respectively. In cases where 1 meter 58% capacity. Additionally, reducing distance between piles 1.8 0.8 enhances 37%. Conclusions: findings indicate dimensions spacing significantly Using larger diameters, optimizing can effectively enhance structural performance loads.

Language: Английский

Numerical investigation of bearing capacity and lateral response of pile group considering soil interaction DOI

Ali Mohammed Ali Al-Araji,

Reza Moradi,

Ali Mohammed Owaid

et al.

Salud Ciencia y Tecnología - Serie de Conferencias, Journal Year: 2025, Volume and Issue: 4, P. 1582 - 1582

Published: March 29, 2025

Introduction: Piles play a crucial role in major structures like power plants, petrochemical complexes, offshore platforms, and bridges. Ensuring their safe cost-effective design under lateral dynamic loads is essential. Due to the complexity of soil-pile interaction influence multiple factors, further research required.Objective: The main objective this investigate parameters affecting soil reinforced concrete pile groups.Methods: discussed investigated include use UHPC with different strengths instead conventional piles, length, diameter, length-to-diameter ratio, spacing. Results: results show that if diameter 0.6 meters, increasing length from 9.15 11.65 meters 14.15 will increase bearing capacity by 53% 77%, respectively. In cases where 1 meter 58% capacity. Additionally, reducing distance between piles 1.8 0.8 enhances 37%. Conclusions: findings indicate dimensions spacing significantly Using larger diameters, optimizing can effectively enhance structural performance loads.

Language: Английский

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