Results 51 to 60 of about 1,630,476 (198)
A Surrogate Model for Stability Assessment of Two‐Layered Cohesive Slopes
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 10, Page 4142-4163, July 2026.ABSTRACT This paper introduces a novel surrogate model for rapid stability evaluation of two‐layered cohesive slopes under undrained conditions. The model eliminates the need for iterative calculations and slip surface searches, allowing for fast and accurate stability assessments without reliance on advanced numerical tools. The formulation is derived
Naloan Coutinho Sampa +1 more
wiley +1 more source
Slope Stability Estimation of the Kościuszko Mound in Cracow
Studia Geotechnica et Mechanica, 2015 In the paper, the slope stability problem of the Kościuszko Mound in Cracow, Poland is considered. The slope stability analysis was performed using Plaxis FEM program. The outer surface of the mound has complex geometry.
Wrana Bogumił, Pietrzak Natalia
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Numerical Investigation of Bored Tunnelling Effects on Pile‐Supported Superstructures
International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 7, Page 3155-3173, May 2026.ABSTRACT Tunnelling in urban environments can significantly affect existing buried structures such as pile foundations. However, the current understanding of how tunnelling‐induced ground movements influence the stability and serviceability of piles remains limited. This knowledge gap presents potential risks that must be addressed during tunnel design
Phatharaphong Yensri +3 more
wiley +1 more source
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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International Journal for Numerical and Analytical Methods in Geomechanics, Volume 50, Issue 6, Page 2806-2822, 25 April 2026.ABSTRACT Design optimization for automatically generating optimal design results is a promising technique for enhancing the efficiency of design processes and outcomes. However, its development for soil nail reinforced slopes is limited since the traditional slope stability analysis using the limit equilibrium method (LEM) becomes relatively time ...
Weihang Ouyang, Kai Liu, Si‐Wei Liu
wiley +1 more source
Ömer Halisdemir Üniversitesi Mühendislik Bilimleri DergisiKazıklı radye temel sistemleri yardımıyla üst yapıdan gelen yükler güvenle sağlam zeminlere aktarılmaktadır. Deprem kuvvetleri altında kazıklı radye tasarımları Yapı-Kazık-Zemin etkileşimi (YKZE) analizleriyle yapılmaktadır.
Fatih Çelik
semanticscholar +1 more source
Analysis of Soil Displacement Field Caused by Small‐Radius S‐Shaped Tunnel
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.Small‐radius curved tunnels are increasingly adopted in urban areas to navigate around existing infrastructure. However, their excavation induces more complex and asymmetric soil displacements compared to straight tunnels, especially in S‐shaped alignments where two consecutive reverse curves interact. This study uses 3D numerical modelling (Plaxis 3D)
Heng Liu +6 more
wiley +1 more source
Sebuah Studi Daya Dukung dan Penurunan Tiang Bor Menggunakan PLAXIS 3D Berdasarkan Data N-SPT
JURNAL RIVETFondasi merupakan elemen struktur bawah yang berfungsi untuk menyalurkan beban bangunan ke tanah dasar. Salah satu jenis fondasi yang umum digunakan dalam konstruksi adalah fondasi tiang bor.
D. Pratiwi, Ghozi Warsih Winoto
semanticscholar +1 more source
Advances in Civil Engineering, Volume 2026, Issue 1, 2026.This study investigated the suitability of natural cinder gravel blended with fine‐crushed aggregates as a base course pavement material using laboratory tests and numerical simulations. Laboratory test results for natural cinder gravel indicated that cinder gravel alone failed to meet the Ethiopian Roads Authority (ERA) standard specifications for ...
Hawi Abdissa +4 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
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