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Student, Civil Engineering Department, Shahid Bahonar University, Kerman, Iran 2Assist.
Prof., Civil Engineering Department, Shahid Bahonar University, Kerman, Iran 3 M.Sc.
In recent years, various studies have been undertaken on how to use waste materials in Civil Engineering projects.
H., Using Shredded Scrap Tires in Civil and Environmental Construction, Source: Department of Civil and Environmental Engineering, University of Wisconsin-Madison, 1995
[30] ASTM D 6270-08e1, Standard Practice for use of Scrap Tires in Civil Engineering Applications1

The Shear Capacity Calculation of Steel Reinforcement High-strength Concrete Short Columns Restrained with FRP Le ZHOU 1,2,3,a, Xiaochu WANG 2,b and Yunhao BAI 2,c 1Department of Civil Engineering, Tsinghua University, Beijing, 100084, China 2School of Architecture and Civil Engineering, Shenyang University, Shenyang, 110044, China 3Pollution Environmental Governance and Key Laboratory of Regional Ecological Security, Liaoning, Shenyang, 110044, China azhoule1978@126.com, bwangxiaochu@126.com, cyunhaobeauty@163.com Keywords: CFS; restrain; SRHC columns; shear capacity Abstract.
With the advancement of science and technology, the development of civil engineering disciplines are largely depend on the application and development of new materials with excellent properties and new technologies.
Therefore, it is more and more widely used in bridge engineering, all kinds of civil construction, marine engineering, underground engineering structure, and it received widely attention of structural engineering field.
Application and research of FRP has became the hotspot in the field of civil engineering at home and abroad [1,2,3].
Conclusion With the development of science and the progress of the society, the FRP materials will be more widely applied in the field of civil engineering.

Research on Deformation Control of Anchor Bolt Supporting Red Clay Deep Foundation Pit Yongliang Deng 1,a, Qiming Li 2,b and Ying Lu 3,c 1Department of Construction and Real Estate, School of Civil Engineering, Southeast University, Nanjing, China 2Department of Construction and Real Estate, School of Civil Engineering, Southeast University, Nanjing, China 3Department of Construction and Real Estate, School of Civil Engineering, Southeast University, Nanjing, China adengyongliang@seu.edu.cn, bnjlqming@163.com, cluying_happy@126.com Keywords: red clay, deformation control, anchor bolt, numerical simulation Abstract: In order to study the deformation characteristics of red clay deep foundation pit, the horizontal displacement of lateral wall and the subsidence of surrounding surface were analysed in the step-by-step excavation of red clay deep foundation pit in the construction process.
Characteristics of Red Clay & Forecasting Method of Foundation Pit's Deformation In southwest China, red clay is a common object in engineering.
In addition, red clay features "reverse profile" and "fissuring" in Engineering Geology[9].
[5] Jianlin Yu, Xiaonan Gong, Research on deformation characteristics of foundation project, China Civil Engineering Journal, 35(2002) 86-90
[7] Mingju Zhang, Erxiang Song, Finite element analysis of deformation performance of soil nail support, China Civil Engineering Journal, 32(1999) 59-63 [8] Xiaonan Gong, Considerations on foundation project, China Civil Engineering Journal, 38(2005) 99-102

Under the overarching themes of Geopolymers, Alkali-Activated Materials, Clinker-free Concrete, Concrete with Mineral and Chemical Admixtures, High-Performance Concrete, Durability of Non-Traditional Concrete, Sustainable Development, Damage and Fracture of Non-Traditional Concrete, Quality Control of Non-Traditional Concrete, and Construction from Non-Traditional Concrete, this conference served as a significant continuation of the ongoing dialogue within the field of civil engineering research.
The conference was organised by the Brno University of Technology – Faculties of Civil Engineering and Chemistry, VSB–TUO: Technical University of Ostrava – Faculty of Civil Engineering, and Institute of Physics of Materials, Academy of Sciences of the Czech Republic, v. v. i., and it was supported by Czech Concrete Society and by European Structural Integrity Society.
Hailing from 28 countries across Africa, Asia, Australia, and Europe, these participants showcased their research and engaged in meaningful discussions on a diverse array of topics related to civil engineering materials.

Ultra Durable Concrete for Sustainable Construction SABET DIVSHOLI Bahador1, a, LIM Tze Yang Darren2,b and TENG Susanto3,c 1Research Fellow; 2Research Engineer; 3Associate Professor 50 Nanyang Avenue, N1-01c-83, School of Civil and Environmental Engineering, Nanyang Technological University, Singapore 639798 absabet@ntu.edu.sg, bdtylim@ntu.edu.sg, ccsteng@ntu.edu.sg Keywords: Concrete, Durability, Slag, Silica fume, chloride penetration, SCM Abstract With the rapid consumption of natural resources, there is a growing concern about sustainable development.
Residential structures and important civil structures are typically designed for a life span of 50 and 100 years respectively.
Introduction Sustainable development is a key area for the future of engineering.
In view of recent advancements in civil engineering materials, there is a good opportunity to improve the quality of concrete produced for various applications.
Bazant, Journal of Materials in Civil Engineering, Vol. 11, No. 1, February, (1999) [4] M.

Research of building energy efficiency design and engineering quality management system based on Network Ling Wang1, a, WenLing Tian1,b, LingLing Fan2,c 1Civil Engineering College, Hebei University of Technology ,Tianjin City, China 2School of Civil Engineering, ShiJiazhuang TieDao University, Shijiazhuang City, Hebei Province, China awlark@sina.com, b wltian@hebut.edu.cn, c fanlingling76@163.com Keywords: Building energy efficiency, Building design, Management system, Network.
Development of system for building energy efficiency design and engineering quality management should be an advanced, complete and authoritative management system based on network from the situation.
Conclusion Building energy efficient design and engineering quality management system is researched and developed based on network in this paper.
Scientific and efficient, networked building energy efficient design and engineering quality management are realized, so as to generate economic benefits and provide a strong guarantee for the development of energy efficient building.
[4] GB 50178-93, Design standard for thermal design of civil building, Chinese national standard

Geotechnical Engineering and Engineering Practice in Artificial Filling Wei Lei Chang chun Institute of Technology Changchun130012, China e-mail: lwlwlw2086@sina.com Keywords:Filling; Environmental Geotechnical Engineering; Foundation; Problem Abstract.
In China, the geotechnical engineering has aroused the attention of geotechnical engineers, who take it as a special research topic.
In this paper, problems on artificial filling are discussed, including the environmental geotechnical engineering, the foundation and engineering practices, with corresponding solutions put forward. Ⅰ.
Therefore, the geotechnical engineering, as a special research topic, has aroused the attention of geotechnical engineers.
Civil Engineering, 2004, (6)

Experimental Research on Residual Strength of Concrete under Fatigue Loading and Corrosion of Magnesium Nitrate Xianhong Meng1,a , Yuxian Zhang1,b , Jinghai Zhou2,c ,Rui Xu1 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang China, 110168 2Energy Research Institute, Shenyang Jianzhu University, Shenyang China, 110168 a cexhmeng@sjzu.edu.cn, b zhangyuxian@qq.com, c zhoujinghai@sjzu.edu.cn Keywords: Corrosion; Fatigue; Concrete; Abstract.
At Present, stress corrosion and corrosion fatigue causing durability degradation of concrete structure in the field of civil engineering become an important problem，and thus become a hot topic to study.
In China, based on engineering structural components, either the corrosion fatigue problems or experimental study theory research has not been seen reports.
All tests are using Shenyang Jianzhu University structure engineering laboratory MTS, electro-hydraulic servo fatigue test enginery, vertical adopts MTS50kN actuation fatigue load applied.
Corrosion causes and control measures of concrete in harbor engineering.

Comparison of the shear resistance in the sliding joint between asphalt belts and modern PVC foils Martina Janulikova1,a 1 VSB - Technical university of Ostrava, Faculty of Civil Engineering, Department of Building Structures, 17.listopadu 2172/15, 708 33 Ostrava-Poruba, Czech Republic, Europe amartina.janulikova@vsb.cz Keywords: Sliding joint, asphalt belt, PVC foil, shear resistance.
Different types of asphalt belts are tested at Faculty of Civil Engineering at different loads and at different temperatures.
Technology and Trends of Concrete Industrial Floors, Procedia Engineering, Volume 65, 2013, Pages 107-112, ISSN 1877-7058, DOI: 10.1016/j.proeng.2013.09.019
Development of Temperature and Stress during Foundation Slab Concreting of National Supercomputer Centre IT4, Procedia Engineering, Volume 65, 2013, Pages 230-235, ISSN 1877-7058, DOI: 10.1016/j.proeng.2013.09.035 [5] CAJKA, R.
Engineering Mechanics 2011, pp. 95-98, ISBN 978-80-87012-33-8, WOS: 000313492700017 [8] CAJKA, R.

Magdalena Balintova Technical University of Kosice, Faculty of Civil Engineering, Slovakia prof.
Adriana Estokova Technical University of Kosice Faculty of Civil Engineering Institute of Environmental Engineering Department of Material Engineering Dr.
Eva Singovszka Technical University of Kosice Faculty of Civil Engineering Institute of Environmental Engineering Department of Environmental Engineering Dr.
Julia Cigasova Technical University of Kosice Faculty of Civil Engineering Institute of Environmental Engineering Department of Material Engineering Eng.
Stefan Demcak Technical University of Kosice Faculty of Civil Engineering Institute of Environmental Engineering Department of Environmental Engineering MAIN EDITORS prof.