Results 41 to 50 of about 4,317 (206)
Study on the settlement of raft foundations by different methods
MATEC Web of Conferences, 2018 In order to study effects of the size, the stiffness of foundation, and the applied load on the thickness of compressed zone and the settlement of raft foundations, this paper analyze methods of settlement calculation such as the method of summation of ...
Le Ba Vinh, Nguyen Van Nhan, Le Ba Khanh
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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
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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
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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
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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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Seismic performance of concrete tunnel–sand–pile interaction by the shake table test
Deep Underground Science and Engineering, Volume 4, Issue 3, Page 461-481, September 2025.This research presents the square root sum of squares response of displacements and tunnel moments under the Kobe and Loma Prieta seismic excitations with a peak ground acceleration of 0.05 g for various dry relative densities of local sand in Bangladesh.
Md. Foisal Haque, Mehedi A. Ansary
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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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Analisis Daya Dukung Tiang Bor (Bored Pile) Pada Struktur Pylon Jembatan Soekarno Dengan Plaxis 3d [PDF]
, 2015 All construction is engineered for resting on the ground should be supported by a foundation. Foundation serves as the support of the building and continue building loads on it to ground layer sufficient carrying capacity.
Harsanto, C. (Christian) +2 more
core
Engineering Reports, Volume 7, Issue 7, July 2025.This study evaluates the effectiveness of soil–cement reinforcement configurations in deep excavations using 2D FEM analysis. It investigates two different approaches to represent soil–cement reinforcement and compares them, showing that blocks reduce lateral deflections by 60%–64% and bending moments by 22% compared to columns.
Tarik Solomon Teshome
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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
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