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Study on Behavior of Geosynthetic Reinforcement in GRPS Embankment Li Yan1, a and Junsheng Yang2,b 1 School of Civil Engineering and Architecture，Changsha University of Science & Technology，Changsha，Hunan 410004，China 2 School of Civil Engineering and Architecture，Central South University，Changsha，Hunan 410075，China aylcsust@163.com, bjsyang@csu.edu.cn Keywords: geosynthetic reinforcement; GRPS embankment; numerical analysis Abstract.
Journal of Geotechnical Engineering, ASCE, 120(11):1917-1938
Proceedings of the 52nd Annual Geotechnical Engineering Conference, University of Minnesota: 51-78
China Civil Engineering Journal, 35(2): 74-79.
“Treatment of Composite Foundation and Engineering Project.”

Analysis of Folded Plates Using a General Finite Strip Rui-juan Jiang *1, a , Qi-ming Wu 1,b, Xiao-wei Yi 1, c 1 Shenzhen Municipal Engineering Design & Research Institute, No.3007 West Sun-gang Road, Shenzhen, China 518029 ajiangrj@hotmail.com, bwuqm@szmedi.com.cn, cyixw@szmedi.com.cn Keywords: Folded plates, finite strip, boundary conditions, longitudinal approximating functions.
Introduction The use of folded plates is quite popular in civil engineering as well as other branches of engineering.
Proc., Institution of Civil Engineers, Part 2, Paper No. 7959, 93-103.(1977)
FAN: Static analysis of right box girder bridges by spline finite strip method , The Institution of Civil Engineers, Part 2, Research and Theory, 75 Technical Note 363, 311-323.(1983)
[9] A.R.Shahidi, M.Mahzoon, M.M.Saadatpour, and M.Azhari, : Very Large Deformation but Small Strain Analysis of Plates and Folded Plates by Finite Strip Method , Advances in Structural Engineering, 8(6), 547-559.(2005)

China 2State Key laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P.R.
In engineering practice, the top reinforcement in the staircase slab is usually cut off at the section 1/3 to 1/4 of the total span away from the end.
Civil Construction and Environmental Engineering, Vol.32 (supplement 2)(2010), p.8.
Bulletin of Earthquake Engineering Vol.9 (2011), p. 285. 4.
China Civil Engineering Journal Vol.43 (2010), p.53.

Seismic Response Analysis of Cable-Stayed Bridges Wenliang Qiu1, a, Meng Jiang 2,b and Xingbo Zhang1,c 1 School of Civil Engineering, Dalian University of Technology, Dalian 116024, China 2 School of Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China a qwl@dlut.edu.cn, bjiangm@dlut.edu.cn, czhangxb@163.com Keywords: Cable-stayed bridge, seismic response, time-history analysis, viscous damper.
Engineering Background and Analysis Model Engineering Background.
The software MIDAS/Civil is adopted in this paper to analyze the seismic responses.
HU, L.C Fan, Seismic displacement control for supper-long-span cable-stayed bridges, China Civil Engineering, Vol. 37(2004):38-43
Duan, Bridge Engineering Handbook, CRC press LLC (1999)

Finite element analysis of high-strength concrete flat columns with diagonal reinforcements LEI Tuo1, a, QIAN Jiang2,b, TIAN Qingbiao3,c 1 School of Civil Engineering, Chang’an University, Xi’an 710061, China 2 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China 3 Guangzhou Metro Design & Research Institute Corporation Limited, Guangzhou 510010, China aleituo616@163.com, bjqian@tongji.edu.cn, ctian_qingbiao@qq.com Keywords: diagonal reinforcement; high-strength concrete; flat column; cyclic loading; finite element modeling Abstract.
Introduction High-strength concrete has been widely used in civil engineering for its advantages that it can greatly enhance the bearing capacities of structures and components, can decrease the sizes of structures, and can increase the construction progress, etc.
In recent years, architects and structural engineers have used more flat columns (aspect ratio for column section is 2~4) to improve indoor service space and visual effect in high-rise and small high-rise structure design, thus forming frame structure with flat column or frame-shear wall with flat column systems[1-2].
Test and analysis of hysteristic performance of reinforced concrete flat columns, Journal of Disaster Prevention and Mitigation Engineering, 2007,(s) :344-349.
Uniaxial confinement model for normal-and high-strength concrete columns, Journal of Structural Engineering, 2003, 129(2): 241-252 [8] Jin ZHANG, Qingyang WANG, Shouying HU, et al.

Effect of Critical Void Volume Fraction fF on Results of Ductile Fracture Simulation for S235JR Steel under Multi-axial Stress States KOSSAKOWSKI Pawel Grzegorz1,a*, WCISLIK Wiktor1,b 1 Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. 1000-lecia PP 7, 25-314 Kielce, Poland akossak@tu.kielce.pl, bwwcislik@tu.kielce.pl Keywords: ductile fracture, GTN material model, multi-axial stress state, numerical simulation.
The research and analysis were conducted for S235JR steel, widely used in civil engineering.
Trampczynski, Microvoids evolution in S235JR steel subjected to multi-axial stress state, Engineering Transactions 60, 4 (2012) 287–314
Kossakowski, The prediction of ductile fracture to S235JR steel using the stress modified critical strain and Gurson–Tvergaard–Needleman models, Journal of Materials in Civil Engineering 24, 12 (2012) 1492–1500
Ødegård, A complete Gurson model approach for ductile fracture, Engineering Fracture Mechanics 67 (2000) 155–168.

Experimental Study on Strength Characteristics of Lime - basalt Fiber Reinforced Expansive Soil Xinshan Zhuang1,a, Xiaoyan Yu 2,b 1School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan Hubei, China 2School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan Hubei, China azhuangxinshan@163.com, b1059708247@qq.com Keywords: Expansive soil; Strength; Additive amount; Lime - basalt fiber Abstract.
Montmorillonite is main mineral composition of expansive soil, different content of montmorillonite can change the characteristics by expansion and shrinkage of expansive soil, the undesirable characteristic extremely easy to cause the building inclination in Expansive Soil Region, subsidence; collapse of flood control dike; uneven settlement of highway subgrade, dangerous sliding surface, which has brought the huge security risks and economic losses to the engineering construction.
Therefore, the research has important engineering significance in this area; the purpose of this study is to determine the lime - basalt fiber, analysis the optimum added amount of lime - basalt fiber to the relationship between stress and strain, as well as the strength of reinforced soil.
Chinese Journal of Geotechnical Engineering, 1988, 19(4): 12－15
Flexural Impact Behavior of Basalt Fiber Concrete [J] Journal of Architecture and Civil Engineering, 2009(01):80-83

Matzake, The Hydraulic Jump terms of dynamic similarity, Transactions, American society of civil engineers. 101 (1936) 630–647
Proceedings of the Institution of Civil Engineers, Water Management. 171 (2018) 134- 142
Benmalek, Etude expérimentale de l’effet de la marche positive sur le ressaut hydraulique évoluant dans un canal trapézoïdal [Experimental study of the effect of the positive step on a hydraulic jump in a trapezoidal channel], Canadian Journal of Civil Engineering. 40 (2013) 1014–1018
Asadi, Experimental study on the effect of sediment concentration on trapezoidal hydraulic jump, Proceedings of the Institution of Civil Engineers - Water Management 173 (2020) 317-324
KSCE Journal of Civil Engineering. 25 (2021) 124-139

[10] LNEC-E471, Guide for the use of coarse recycled aggregates in concrete, National laboratory of Civil Engineering (Laboratório Nacional de Engenharia Civil - LNEC), 2006, 6 p
Leite, Evaluation of the mechanical properties of concrete produced with recycled aggregates from construction and demolition wastes [in Portuguese], Dissertation for the degree of Doctor in Civil Engineering, Federal University of Rio Grande do Sul, 290 p
Robles, Recycled aggregate concrete (RAC) methodology for estimating its long-term properties, Indian Journal of Engineering and Materials Sciences. 17 (2010), 449-462
Cartuxo, Concrete with fine recycled aggregates from crushed concrete - Influence of water reducing admixtures on the durability-related performance [in Portuguese], Dissertation for the degree in Masters in Civil Engineering, Department of Civil Engineering and Architecture, Intituto Superior Técnico, University of Lisbon, 347 p
Vieira, Concrete incorporating fine recycled ceramic aggregates: Durability-related performance [in Portuguese], Dissertation for the degree in Masters in Civil Engineering, Department of Civil Engineering and Architecture, Instituto Superior Técnico, University of Lisbon, 278 p

Waengler, Advanced high strength steels for automotive industry, Archives of Civil and Mechanical Engineering 8/2 (2008) 103-117
Fojt-Dymara, The influence of hot-working conditions on a structure of high-manganese steel, Archives of Civil and Mechanical Engineering 9/3 (2009) 49-58
Tański, Characteristics of hard coatings on AZ61 magnesium alloys, Journal of Mechanical Engineering 59/3 (2013) 165-174
Borek, Thermo-mechanical treatment of Fe-Mn-(Al, Si) TRIP/TWIP steels, Archives of Civil and Mechanical Engineering 12 (3) (2012) 299-304
Borek, The thermo-mechanical processing of high-manganese austenitic TWIP-type steels, Archives of Civil and Mechanical Engineering 8 (4) (2008) 29-38