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Deformation Analysis of Deep Foundation Pits Based on Fluid–Structure Interaction
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.In foundation pit engineering design, the seepage‐induced impact of groundwater is often oversimplified when calculating the deformation of the retaining structure and the surrounding soil caused by excavation. Moreover, the coupled interaction between groundwater and soil is neglected, causing simulated conditions to deviate from actual site ...
Dong Li +5 more
wiley +1 more source
Settlement Modelling of Raft Footing Founded on Oferekpe/Abakaliki Shale in South East Region of Nigeria [PDF]
Computational Engineering and Physical Modeling, 2018 In engineering practice, settlement of foundations are experimentally determined or numerically modelled based on conventional saturated soil mechanics principles. The study area, Oferekpe in Abakaliki LGA of Ebonyi State, South Eastern Region of Nigeria
Salahudeen Bunyamin, Saideh Aghayan
doaj +1 more source
Deformation and Stability of a Deep Excavation in Basalt Strata: A Case Study
Modelling and Simulation in Engineering, Volume 2026, Issue 1, 2026.To investigate the behavior of deep excavations in basaltic formations, finite element models were developed based on field cases with on‐site monitoring data, facilitating a comprehensive analysis of the deformation patterns, environmental impacts, and stability of the excavations throughout the excavation process.
Yurong Xie +7 more
wiley +1 more source
Behavior of ring footing resting on reinforced sand subjected to eccentric-inclined loading
Journal of Rock Mechanics and Geotechnical Engineering, 2018 Ring footings are suitable for the structures like tall transmission towers, chimneys, silos and oil storages. These types of structures are susceptible to horizontal loads (wind load) in addition to their dead weight.
Vaibhav Sharma, Arvind Kumar
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Settlement Analysis of a Large Pile Group Supporting an LNG Storage Tank
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 49, Issue 16, Page 3858-3879, November 2025.ABSTRACT Liquefied natural gas (LNG) storage tanks are often supported by large pile groups (>100 piles). The design of such foundations is generally governed by settlement rather than bearing capacity. However, minimal information is available regarding the settlement performance of the LNG tank foundations. This article first presents a comprehensive
Wuyu Zhang +3 more
wiley +1 more source
Effect of Diameter of Micropile on the Minaret Behavior during Earthquake, Virtual study
Journal of Engineering, 2022 This study aims to suggest a technique for soil properties improvement of AL- Kadhimin shrine Minaret and to support the foundation, which has a tilt of roughly 80 cm from the vertical axis.
Mohamed Saad Hadi, Haider M. Mekkiyah
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Kinematic Limit Analysis of Roof Stability for Elliptical Tunnels in Rock Masses
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 49, Issue 16, Page 3880-3896, November 2025.ABSTRACT Noncircular cross‐sections are commonly encountered in engineering practice; however, primary attempts to analyze roof stability have focused on circular and rectangular configurations. This study investigates the roof stability of elliptical tunnels with varying aspect ratios, employing two semi‐analytical approaches: piecewise linear and ...
Tae‐Won Seo, Dowon Park
wiley +1 more source
Factors affecting the lateral contribution of a raft in a piled raft system
Ain Shams Engineering Journal, 2023 Contribution of the raft to lateral loads in a piled raft foundation system can be influenced by various factors including vertical contact pressure, number of piles, pile length, and spacing to diameter s/d ratios.
Irfan Jamil +5 more
doaj +1 more source
The importance of proper evaluation of the geological conditions for the design of industrial floor subbase [PDF]
, 2015 Nowadays many problems concerning industrial floors or floors in shopping centres occurred when local geological characterization is not adequately considered by structural designers, material selection is not evaluated properly and in time for future ...
Bulko, Roman +3 more
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Performance of laterally loaded piles considering soil and interface parameters [PDF]
, 2014 © 2014 Techno-Press, Ltd. To investigate the soil-pile interactive performance under lateral loads, a set of laboratory model tests was conducted on remoulded test bed of soft clay and medium dense sand.
Basack, S +4 more
core +1 more source