Failure mechanical behaviors and prevention methods of shaft lining in China

Z Li, J Lai, Z Ren, Y Shi, X Kong - Engineering Failure Analysis, 2023 - Elsevier
The shaft is an essential structure in mining and tunnel engineering. In recent years, the
shaft lining is usually subject to deformation and damage with the increasing difficulty of …

The effect of combined loading on the behavior of micropiled rafts installed with inclined condition

A Elsawwaf, A Nazir, W Azzam - Environmental Science and Pollution …, 2022 - Springer
One of the major disadvantages of micropiles is their low lateral stiffness and flexural rigidity
due to the small diameter. This limitation can be handled in current practice, by installing the …

The behavior of micropiled raft foundations subjected to combined vertical and lateral loading: numerical study

A Elsawwaf, A Nazir, W Azzam, A Farouk - Arabian Journal of Geosciences, 2023 - Springer
The micropiled raft offers a foundation system that combines the advantages of the
conventional piled raft and the efficient installation of micropiles. In this paper, a …

Experimental and finite element analyses of seismic behavior of pile-reinforced soft clayey slope

L Zhang, P Zhang, C Chen, Z Zhang, R Rui - Bulletin of Engineering …, 2024 - Springer
In this study, a series of shaking table model tests and three-dimensional (3D) finite element
(FE) analyses were performed to mainly investigate the seismic deformations of clayey …

Kinematic trajectory analysis of dragging hall anchor in sand

Y Ren, W Guo, Y Wang, X Gao, D Zhuang, S Yan - Ocean Engineering, 2022 - Elsevier
The theoretical model proposed by Yan et al.(2015) was further derived to analyze the
kinematic trajectory of dragged anchor in the cohesionless seabed. Series of model tests are …

EFFECT OF PILE GEOMETRY AND SOIL SATURATION DEGREE ON POINT BEARING CAPACITY FOR BORED PILES IN SANDS

Y Yenginar, B Fidan, M Olgun - Konya Journal of Engineering …, 2024 - dergipark.org.tr
In the present paper, an experimental study was conducted to determine the factors affecting
the point bearing capacity of pile foundations constructed in dry and saturated sandy soils …

Düşey ve Deprem Yükleri Altında Tünel Kalıp Sistemli Bir Binanın Farklı Temel-Zemin Modellerine Göre Analizi

AS Ecemiş, Y Yenginar, İ Özkan - Türk Deprem Araştırma Dergisi - dergipark.org.tr
Bu çalışmada 8 katlı tünel kalıp taşıyıcı sisteme sahip bina sonlu elemanlar metodu ile analiz
edilmiştir. Yapı-temel sistemi için üç farklı zemin profili (ZC, ZD, ZE), üç farklı yükleme koşulu …