Results 61 to 70 of about 633,331 (212)
Jurnal Teknik Sipil dan Perencanaan, 2016 Yogyakarta are situated in the zone with high potential of seismicity. Based on Indonesia map seismicity area, it categorized in a seismic zone 4. The secondary effect of this earthquake phenomena is a soll settlement due to of decreasng of void volume ...
Rini Kusumawardani +3 more
doaj
Applied and Environmental Soil ScienceThe presented study attempted to use coupled finite element numerical (FEM) and analytical limit equilibrium (LEM) procedures to provide comparative graphical charts demonstrating the geometry, the groundwater condition, the safety factor, and the ...
Mambou Ngueyep Luc Leroy +6 more
doaj +1 more source
Advances in Materials Science and Engineering, 2022 Coastal areas are susceptible to erosion and accretion; therefore, coastal soil mechanical properties and ability to withstand loads are important factors to consider.
Zahraalsadat Elias Lankaran +3 more
doaj +1 more source
Slope Stability Analysis by Using Plaxis 2d in Kudiyanmala
Geotechnical investigations are essential for the design and construction of retaining walls,as they provide information about the soil conditions and slope stability. Plaxis 2D is a finite element software package that can be used to model and analyse the behavior of geotechnical structures, including retaining walls.The report disscuss the ...
Ms Hridya P +4 more
openaire +1 more source
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
Computer-Aided Civil and Infrastructure Engineering, Volume 40, Issue 23, Page 3750-3772, 19 September 2025.Abstract Monitoring external loads on underground structures is crucial for structural health assessment. Inverting earth pressures from observable structural responses, such as deformation data, holds promise. However, existing methods often rely on presumptions about pressure complexity, which can be infeasible for many poorly performing in‐service ...
Zhiyao Tian, Xianfei Yin, Shunhua Zhou
wiley +1 more source
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
wiley +1 more source
Photogrammetric documentation in tunneling
Civil Engineering Design, Volume 7, Issue 2, Page 85-92, June 2025.Abstract Photogrammetric surveys for geological excavation documentation are standard practice in tunnel construction, benefiting from the sector's ongoing digitalization. However, the application of photogrammetry often remains confined to geological assessments. By creating comprehensive 3D models of excavated tunnels, it is also possible to evaluate
Andreas Zani +2 more
wiley +1 more source
Uncertainty assessment of a dike with an anchored sheet pile wall using FEM
E3S Web of Conferences, 2016 The Dutch design codes for the dikes with retaining walls rely on Finite Element Analysis (FEM) in combination with partial safety factors. However, this can lead to conservative designs.
Rippi Aikaterini +3 more
doaj +1 more source
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.This study evaluates the static and seismic stability of the Narasimharaya Sagar (Gorukallu Balancing Reservoir) earthen dam, located in India’s seismically active Zone II. Using GeoStudio software, seepage, slope stability, and liquefaction analyses were conducted to assess the dam’s performance under static and dynamic conditions.
Chih-Wei Lu +6 more
wiley +1 more source