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Adapting eXtreme Programming Approach in Developing Electronic Document Online System (eDoc) Ida Aryanie Bahrudin1,a, Rafizah Mohd Hanifa2,b Mohd Ezree Abdullah3,c and Muhammad Firdaus Kamarudin4,d 1,2, 4 Centre for Diploma Studies, Universiti Tun Hussein Onn Malaysia 3Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia aaryanie@uthm.edu.my, brafizah@uthm.edu.my, cezree@uthm.edu.my, dhopperz_pro92@yahoo.com Keywords: eXtreme Programming, Agile Methodology, Software Engineering.
Proceeding of 17th International Conference "Software & Systems Engineering and their Applications. (2004)
International Journal of Software Engineering and its Applications, Vol.3, No. 1, pp. 19-32. (2009)
A Comparison Between Five Models Of Software Engineering.
Proceeding of International Conference on Software Engineering. (2002)

Experimental Study on Timeliness of Pullout Force of Grouting Soil Nailing Kui-yang WANG a , Hong-guang JI b Civil &Environment Engineering School,University of Science & Technology Beijing, Beijing, 100083 ,China awkyny@126.com, b jihongguang@ces.ustb.edu.cn Key words: Soil Nailing; Pullout Force; Timeliness Abstract: Pullout force of grouting soil nailing is a key to support.
It's the cause for many failure accidents in soil nailing support engineering.
But it was often neglected in engineering design and construction.
Engineering application of this technique has been for more than 10 years[1].
It is engineering favor in foundation pit supporting and slope reinforcement.

Kinetics comparison of alkali-reactivity tests for aggregates GONZALEZ, Luis Mayor 1a*, SANTOS SILVA, António 2b, JALALI, Said 1c 1 Department of Civil Engineering, University of Minho, Guimarães, Portugal 2 Materials Department, National Laboratory for Civil Engineering, Lisboa, Portugal a lmgonzalez@mail.telepac.pt,b ssilva@lnec.pt, c said@civil.uminho.pt *Correspondence to: lmgonzalez@mail.telepac.pt Keywords: Expansion tests, reactivity, alkali-silica reaction, aggregates.
[36]Gonzalez, L.M., Santos Silva, A., Jalali, S., “Expansion Tests for Alkali-Reactivity of Aggregates – a Comparison Based on a Kinetics Approach”, 6th International Conference on Dam Engineering, C.Pina, E.Portela, J.Gomes (eds), Lisbon, 2011,15-17
[37] Levenspiel, O., Chemical Reaction Engineering, ed.
[40] Chak, Y.H., Chan, Y.C., “The 2004 Review on Prevention of Alkali Silica Reaction in Concrete”, GEO REPORT Nº. 167, (2nd Ed, 2008), Geotechnical Engineering Office, Civil Engineering and Development Department, The Government of the Hong Kong Special Administrative Region
Utilização de Cinzas Volantes e Metacaulino para a sua Prevenção”, PhD Thesis, Engenharia Civil, Universidade do Minho, Guimarães, 2005

Functions of Cotton Yield Response to Soil Salinity in Akesu River Irrigation District Yu Zhang1, a, Peitong Cong 2,b, Shunjun Hu3,c, Lihong Wang4,d , Fengqing Guo 5,e and Wei Wei 6,f 1 Water Conservancy and Civil Engineering College, South China Agricultural University, Guangzhou, Guangdong, China 2 Water Conservancy and Civil Engineering College, South China Agricultural University, Guangzhou, Guangdong, China 3 Xinjiang Institute of Ecology and Geography, Chinese Academy of Sciences, Urumqi, Xinjiang, China 4 College of Water Conservancy and Architecture EngineeringTarim University, Alar, Xinjiang, China 5 Water Conservancy and Civil Engineering College, South China Agricultural University, Guangzhou, Guangdong, China 6 Water Conservancy and Civil Engineering College, South China Agricultural University, Guangzhou, Guangdong, China anange_green@yeah.net, b congpeitong@163.com, c xjhushunjun@yahoo.com.cn, d xjtlmwlh@sina.com, e guofengqing525@qq.com, f wwei7518
References [1] Richard G., Luis S, Dirk Raes, Smith M: FAO Irrigation and Drainage Paper No.56(1990), p.174 [2] Shaozhong Kang: Introduction to Agricultural Water-Soil Engineering (China Agriculture Press, China 2007), p.140 [3] Tingyun Zhu, Shoucheng He.

Seismic Response of Long Span Continuous Rigid-Framed Steel Arch Bridge Airong Liu1,*, Yong-Lin Pi2 1College of Civil Engineering, Guangzhou University, Guangzhou 510006, China 2Center for Infrastructure Engineering and Safety, School of Civil and Environmental Engineering, The University of New South Wales, UNSW Sydney, NSW, 2052, Australia *liuar@gzhu.edu.cn Keywords: Arch bridge; Continuous rigid-frame and steel truss arch bridge; Dynamic properties; Traveling wave effect; FEM Abstract.
Seismic time-history curve of the ground of Panyu side at probability of P2 2 Finite Element Model 3D beam and shell elements of Midas/ Civil are used to formulate a FE model for the Xinguang bridge (Fig. 6).
References [1] Specification of earthquake resistant design for highway engineering (JTJ004-89).
Engineering Structures, 2004, 26:1573-1583
Guangzhou: Earthquake engineering reconnaissance center of Guangdong province, 2003 (in Chinese)

Full-Scale Experimental Investigations on Seismic Performance of Square RC Frame Columns with Hollow Sections Cantian Yang1,2,a, Aiqun Li1,2,b, Yue Chen1,c, Linlin Xie1,d * 1School of Civil and Transportation Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China 2School of Civil Engineering, Southeast University, Nanjing 210096, China ayangcantian@outlook.com, bliaiqun@bucea.edu.cn, cleo.chen@stu.bucea.edu.cn dxielinlin@bucea.edu.cn Keywords: RC frame column with a hollow section, concrete, spiral stirrups at section corners, seismic performance, full-scale experimental investigation.
Introduction Reinforced concrete (RC) columns with a cavity, such as bridge piers with a hollow section, are widely used in bridge engineering [1-11] owing to their good seismic performance and economic benefits.
UDC2016030200), and the Research project of Beijing University of Civil Engineering and Architecture (KYJJ2017005, X18128) References [1] Mander JB, Priestley MJN, Park R., Behaviour of ductile hollow reinforced concrete columns.
[2] Mander JB., Experimental behavior of ductile hollow reinforced concrete columns, Proceedings of the 8th world conference on earthquake engineering 6 (1984) 529-536

The finite element method can better reflect the reinforcement of soft soil subgrade.So ,it also can optimize the engineering design.
Calculation methods for engineering design are safer.
It is suggested to use the finite element method aided engineering design, can reasonably reflect the effect of cement mixing pile.
Chinese Journal of Geotechnical Engineering 2007,29 (5) :638-643 [3] Yang Min,Zhou Hongbo, Yang Hua.
China Civil Engineering Journal 2005, 38 (4) :91-96 [4] Sun Liqiang,Yan Shuwan,Li Wei.

Pile Bearing Capacity Improvement by Post-grouting on Tip and Side Ji-feng Liu1,a, Xiu-qin Cui2,b 1Department of Civil Engineering Sanming University, Sanming, Fu Jian, R.P,China, 365004 2College of Civil Engineering & Architecture,Jiaozuo University, Jiaozuo,Henan, R.P,China, 454000 aph_dliujifeng@126.com, bcuixiuqin@163.com Keywords: Pile bearing capacity; Improvement; Post-grouting on pile tip and side Abstract: For verifying pile bearing capacity improvement by post-grouting on tip and side and the decrease of building settlement, 10 tip and side post-grouting and 2 unpost-grouting piles are tested by low strain dynamic test, static loading test, stess distribution monitoring and high strain dynamic test, and the building settlement is monitored.
At neighborhood site, the tip post-grouting method has been used for improving the pile bearing capacity with about 30~40% range than original desigh value, it is not satisified for this engineering.
The engineering is the first level building according to the national code, the site is slight liquefaction on the medium-soft strata, and the building site level is III level.
Municipal Engineering Technology,2008,26(5):399~401.
Journal of Geotechnical & Geoenvironmental Engineering, ASCE,2006,4:478~487

Ravi Prasad2,b* 1Research Scholar, Structures division, Department of Civil Engineering, National Institute of Technology Warangal,506002, India 2Associate Professor, Structures division, Department of Civil Engineering, National Institute of Technology Warangal,506002, India akhema@student.nitw.ac.in, braviprasad@nitw.ac.in Keywords: PVA fibers, GFRP, Hybrid Reinforced Concrete beams, Flexural capacity, Ductility.
Journal of Asian Architecture and Building Engineering 18, (2019) 89–97
Civil Engineering Journal 6, (2020) 1652–1669
Australian Journal of Civil Engineering 19, (2021) 107–122

According to the gear data, its corresponding engineering drawing is accomplished.
Then, according to the gear data, its corresponding engineering drawing is accomplished.
(mm) 5.10345 109.57257 Center Distance (mm) 60.6 Engineering Design and Prototype According to the gear data of Table 2, the engineering design drawings shown in Fig.s 4(a), 4(b), and 4(c) are pinion (Z2=4), gear (Z3=77), and helical spur gear pair, respectively.
According to the gear data, its corresponding engineering drawing is accomplished.
Golenko: 3K Mechanical Paradox transmissions -The shaping of the meshing zone for better efficiency, Journal of Archives of Civil and Mechanical Engineering, Vol.9, No.2 (2009), p. 39-46 [18] L.C.