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Online since: June 2021
Authors: Ivelina Ivanova, Jules Assih, Dimitar Dontchev
This research aims at studying the mechanical properties of industrial hemp fibers and promoting their use as a reinforcing composite material for strengthening of civil engineering structures.
In civil engineering, there is a common need to strengthen or repair the structural elements, due to further increase the load, due to errors in calculations when designing, flaws in the execution or modifications of use conditions.
Therefore, the present experimental research aims at studying the mechanical properties of industrial hemp fibers, at better understanding and promoting their use as a reinforcing composite material for strengthening of civil engineering structures.
Dontchev, Influence of anchorage length of composite fabrics and bonded surface on the strengthened short reinforced concrete corbel by bonding CFRF, European Journal of Environmental and Civil Engineering 24(12), (2020), pp.1993-2009
Journal of Engineering Research and Applications, 4(3) (Version 2), (2014), pp.52-58, ISSN: 2248-9622
Online since: October 2023
Authors: A.J. Jeya Arthi, G. Aarthi, V. Vimal Kumar, U. Vishnupriya
U.4,d 1Assistant Professor, Rajalakshmi Engineering College, Thandalam, Chennai, Tami Nadu, 602105, India. 2,3,4 Student, Rajalakshmi Engineering College, Thandalam, Chennai, Tami Nadu, 602105, India.
ajeyaarhi18@gmail.com, baarthi.g.2019.civil@rajalakshmi.edu.in cvimalkumar.v.2019.civil@rajalakshmi.edu.in dvishnupriya.u.2019.civil@rajalakshmi.edu.in Keywords: Sugarcane bagasse ash, groundnut shell ash, stabilization, clayey soil.
In the specialty of civil engineering, soil is the most often utilized material.
The weak soil types used for foundation engineering, roads, structures, embankments, and etc significant issue with how to dispose of the vast amounts of industrial and agricultural trash.
The engineers need to devise a method for properly disposing of agricultural trash.
Online since: February 2017
The objective of AMMSE 2016 is to bring together academics, scientists, engineers, postgraduates and other professionals in the area of material science and engineering technology from all over the world.
Seungho Hong, West Virginia University Assistant Professor in Civil & Environmental Engineering Committees Organizer Prof.
Seungho Hong, West Virginia University Assistant Professor in Civil & Environmental Engineering Associate Editors Prof.
Augusto Cannone Falchetto Technische University Braunschweig, Department of Civil Engineering Prof.
Wistuba Department of Architecture, Civil Engineering and Environmental Sciences Dr.
Online since: September 2011
Authors: Ze Ping Zhang, Fei Qiao, Di Wu, Zhu Li
Uniaxial Compression Tests Research on C35 Glazed Hollow Bead Insulation Concrete ZePingZhanga , FeiQiaob , DiWu, ZhuLi College of Architecture and Civil Engineering of Taiyuan University of Technology in China azzp319@sina.com , bwoshiqiaofei158@sina.com  Keywords: Glazed hollow bead , Insulation concrete , Uniaxial compression test Abstract: With the growing global energy crisis, development of economic and land-efficient construction structural system became an significant subject in Civil Engineering field.
It can be used with thermal insulation, fire protection requirements of civil engineering structures [2].
Online since: July 2011
Authors: Wei Te Wu, Chien Hsing Chen, Gu Tai Huang, Ching Ying Luo, Chen Han Jan, Jian Neng Wang, Jaw Luen Tang
The reflective LPFGs-in-series sensor was able to successfully yield a comparable liquid-level sensing performance and hopefully could be used in the fields of civil and agronomy engineering applications such as pipes, channels, dams, and deep-ponding paddy fields.
Introduction The primary motivation of this study is to develop and evaluate a light weight and low-cost liquid-level sensor using reflective long-period fiber grating (LPFG), which has the potential for use in civil and agronomy engineering work such as ground water level monitoring for pavement structures or water level control for the increase in crop yield using deep-ponding in paddy fields [1,2].
The reflective LPFGs-in-series sensor was able to successfully yield a comparable liquid-level sensing performance and hopefully could be used in the fields of civil and agronomy engineering applications such as pipes, channels, dams, and deep-ponding paddy fields.
Online since: January 2012
Authors: Cong Shuang Luo
The Application of Anchor In The Urban Underground Engineering Congshuang Luo Department of Traffic Engineering Henan University of Urban Construction Pingdingshan, China E-mail: lcs@hncj.edu.cn Keywords:The city, The underground engineering, Anchor,The survey, Stability.
Engineering accident bring about heavy losses to people life and property safety.
In order to ensure the safety of the city underground engineering, reduce the damage of the underground engineering and improve the quality of the construction, we should have the study about anchor.
At present, the anchor is mainly used in geotechnical deep foundation pit, tunnel and underground engineering, cultural relic protection, civil engineering and water conservancy project, building surrounding rock reinforcement, slope protection, such as mining underground cavern, mine construction set support alley.
Chinese Journal of Geotechnical Engineering, , Vol .28 (9) : 1144-1147(2006),in Chinese.
Online since: September 2011
Authors: Yuan Zhan Wang, Li Qiang Wang
Seismic Response Analysis on Pile-soil Couple System by Lumped Mass method Liqiang Wang1, 2,a, Yuanzhan Wang1,b 1 School of Civil Engineering, Tianjin University, Tianjin, 300072, China 2 Tianjin Branch of Naval Engineering University, Tianjin, 300450, China aTJwangliqiang@163.com, bYZwang@tju.edu.cn Keywords: Seismic Response, Pile-Soil, Couple System, Lumped Mass.
Pile is widely used as deep foundation in civil engineering.
References [1] Keming Sun, Jose A.Pires, “Simplified Approach for Pile and Foundation Interaction Analysis”, Journal of Geotechnical Engineering 1993, 119(9), 1462-1479
“Simulation of lateral pile behavior”, Proc.Earthquake Engrg. and Soil Dynamics, 1978, Proc, Earthquake Engineering and Soil Dynamics, ASCE, 600~619
[7] Toyoaki Nogami, Jun Otani, Kazuo Konagai, “Nonlinear Soil-Pile Interaction For Dynamic Lateral Motion”, Journal of Geotechnical Engineering. 1992,118(1),89-106.
Online since: April 2013
Authors: Luís Lopes, Paulo Amaral, António Correia, Paula Rebola, António Pinho, José Carrilho Lopes
The use of dimension stones in architecture and civil engineering implies the knowledge of several mechanical, physical, and chemical properties.
It is hoped that measuring thermal properties on dimension stones will help to better adequate them to their use in civil engineering as well as to adequate their use in terms of a CE product.
Thermal diffusivity (α) depends on the thermal conductivity (K), the bulk density (ρ), and the specific heat capacity (C) of the rock through the equation (1) [1]: (1) Radioactivity of Rocks as a Thermal Property Dimension stones are building materials used in civil engineering and architecture.
Even though it is not a usual practice to measure the concentrations of uranium, thorium and potassium in rocks for civil engineering purposes, it appears that it should be implemented as a routine procedure.
In the same way, granites G2 and G3 present an average quality as well as the limestone C3, which, amongst the limestones of this study, presents the best quality values for civil construction purposes.
Online since: October 2013
Authors: Tan Jiao, Ya Bing Huang, Xiang Wang
Stability Control of Continuous Compaction Measurement in High-speed Railway Subgrade Tan Jiaoa, Xiang Wang b and Yabing Huang c School of Civil Engineering, Central South University, Changsha 410075, China ajt920903@163.com, birvingwang1992@163.com, chuangyb704@163.com Keywords: subgrade engineering; continuous compaction; stability; quality control.
The compaction stability is of great significant for the quality control and assurance of the continuous compaction measurement in subgrade engineering.
College of Civil Engineering, Central South University, Changsha, 2010
Yan, High Speed Railway Subgrade Compaction Quality Control of Continuous, College of Civil Engineering, Central South University, Changsha, 2010
Online since: June 2015
Authors: Tomáš Vlach, Magdaléna Novotná, Ctislav Fiala, Lenka Laiblová, Petr Hájek, Alexandru Chira
Textile reinforcement and TRC in general are developed at the Faculty of Civil Engineering and the Klokner Institute, CTU in Prague.
Models created by program Abaqus have lower values regarding rigidity compared to program Atena Engineering.
This result was also achieved by software Atena Engineering with consideration of cohesion.
Laiblová, Textile reinforcement for elements from high performance concrete - experimental verification and evaluation, CTU in Prague, Faculty of Civil Engineering, Department of Building Structures, supervisor P.
Červenka, Atena Engineering, Uživatelský manuál k progamu Atena 2D, (2002).
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