Results 61 to 70 of about 9,425 (209)
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.When analyzing the engineering characteristics of pile‐supported embankments in deep soft soil regions, the creep behavior of soft soils cannot be overlooked. In previous numerical analyses, empirical formulas were often used to determine related parameters, which limited the accuracy of the calculations.
Wei-Kang Lin +7 more
wiley +1 more source
Relationship Between Structure and Viscoelastic Properties of Geosynthetics
MATEC Web of Conferences, 2016 In this work, a study on viscoelastic properties of geosynthetic materials used in civil engineering is presented. Six samples of geofabrics and geogrids with different structures including woven geotextile fabric, nonwoven geotextile fabrics, warp ...
Loginova Irina +2 more
doaj +1 more source
Inuence of Pressure on Water Permeability and Characteristic Opening Size of Nonwoven Geotextiles [PDF]
, 2013 Nonwoven geotextiles manufactured by mechanical carding process and bonding by needling process are investigated in this paper. Part of the samples was additionally bonded by thermal calendaring process.
Kopitar, Dragana +2 more
core +3 more sources
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
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.In order to effectively reduce the environmental vibration hazards of high‐speed railways, a new viscous damping material for vibration isolation is proposed in this paper. The damping effect of a trench filled with this material was verified by scaled model tests.
Xiangqiu Wang +4 more
wiley +1 more source
Influence of different paving geosynthetics on crack growth phases and strain behavior in asphalt overlays [PDF]
E3S Web of ConferencesThis study aimed to assess the impact of different paving geosynthetics on crack propagation and the mitigation of reflective cracking in asphalt mixtures based on four-point bending tests combined with Digital Image Correlation (DIC).
Correia Natalia S. +3 more
doaj +1 more source
Vertically inserted geotextile used for strengthening levees against internal erosion [PDF]
, 2015 The effectiveness of a vertical inserted geotextile against internal erosion, in particular backward erosion, has been investigated. Some small- and medium-scale tests were performed as well as a field-scale test and compared with test series without any
Bezuijen, Adam +2 more
core +1 more source
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.Asphalt concrete core rockfill dams, favored for their superior impermeability and adaptable deformation capacity (effectively accommodating uneven settlement), have been gaining increasing attention in Chinese engineering practice. However, ensuring safety during high‐temperature paving and subsequent cooling remains crucial.
Min Yuan +8 more
wiley +1 more source
Analysis of CMC-Supported Embankments Considering Soil Arching [PDF]
, 2016 © ASCE. In this paper, the behaviour of geosynthetic-reinforced controlled modulus column-supported embankments is studied for different distributions of loadings induced by arching on the load transfer platform (LTP).
Fatahi, B +3 more
core +1 more source
Development of Geocapillary Barrier System for Water Retention in Highway Landscaping
Advances in Civil Engineering, Volume 2025, Issue 1, 2025.This study investigates the potential use of geosynthetic materials as capillary barriers to enhance water retention in landscaping soils. The soil was first classified using the Unified Soil Classification System (USCS); then, the Van Genuchten model was used to model and compare the unsaturated hydraulic characteristics of the soil and geosynthetic ...
Binti Mohamed Haji +3 more
wiley +1 more source