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The small fibre diameter and the porous structure of the electrospun surfaces enable them to be applied in a wide range of applications such as filtration, enzyme immobilization, electrochemical sensing, composite materials, reinforcements, bone and blood vessel engineering and tissue engineering [12-13].
Acknowledgements The technical support from Muthu Pannirselvam and Mike Allan (School of Civil, Environmental & Chemical Engineering, RMIT University); Phil Francis, Peter Rummel, Matthew Field and Frank Antolasic (School of Applied Sciences, RMIT University); Geraldine Van Lint (School of fashion & Textiles, RMIT University); Mark Greaves, John Ward and (Scanning Electron Microscopy, Digital Imaging & Surface Analysis Facility of MSE, CSIRO, Clayton); Wendy Tian (MSE, CSIRO, Clayton); Liz Goodall and Winston Liew (Materials Characterisation Services of MSE, CSIRO, Clayton); and Youssof Shekibi (ET, CSIRO, Clayton) is gratefully acknowledged.
Industrial and Engineering Chemistry Research, 1988. 27(12): p. 2363-2372
Polymer Engineering and Science, 2010. 50(7): p. 1340-1349
Polymer Engineering and Science, 1999. 39(6): p. 1014-1021

Research on Number of High-pressure Grouting of Hierarchical Multiple for Slope based on Reliability Analysis Zhenhua XIE1, a, Dong YANG2, b, Shasha LIANG2, c, Zhiyun JIA2 1Department of Safety Engineering, China Institute of Industrial Relations, Beijing, 100048, China 2School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing, 100083, China aemail: xie0015@163.com, bemail: 491801627@qq.com, cemail: 775728690@qq.com Keywords: Broken Rock Mass; Hierarchical Multiple High-pressure Grouting; Number of Grouting; Reliability Analysis, Degree of Reliability Abstract.
Based on the related grouting theory and engineering data, the development process of plasma pulse was analyzed.
（11） It is the same probability of the first grouting met the design requirements and it met the design requirements after one time grouting. 2.6 Establish engineering indicators It should combine with on-site engineering geological conditions and project status when establishing engineering indicators.
Chinese Journal of Rock Mechanics and Engineering,2001,20(4):492-496
Grouting Theory and Practice of Geotechnical Engineering[M]. beijing.

Zulfiqar Jattak1,d, Syed Abdullah Shah1,e 1Civil Engineering Department, Balochistan University of Engineering and Technology, Khuzdar, Pakistan 2Department of Architecture and Civil Engineering, Mehran University of Engineering and Technology, Jamshoro, Pakistan 3Civil Engineering Department, Quaid e Awam University of Engineering and Technology, Nawabshah, Pakistan ashakeel.baloch@buetk.edu.pk, bnafees.memon@faculty.muet.edu.pk, caftab@quest.edu.pk, dzulfiqar@buetk.edu.pk, eabdullahshah@buetk.edu.pk.
Global linkages act as stimulant for progress by gathering international organizations, governments, private sector and civil society to combinedly deal with sustainability obstacles [4].Through mutual support, these linkages promote the sharing of green technology, digitalization, expertise and financial resources, facilitating capacity building and innovation in quest of the SDGs [5].They also provide forums for dialogue and collaboration, enabling partners to synchronize their actions, pool their abilities, and optimize impact [6].

The Numerical Simulation Analysis of Fracture Properties and Restoring Force Characteristics of Bare Base of Steel Column Huairen Guo , Yunpeng Chu School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan 621010, China Guotian1208@yahoo.com , chuyunpeng@swust.edu.cn Keyword: Bare Base Of Steel Column; Fracture Behavior; Restoring Force Characteristics; Finite Element Analysis Abstract: The design of steel column base plays a very important role in steel structure design.
Therefore, it has great theoretical significance and engineering value study the fracture and restoring force characteristics of steel column base with the cyclic loading.
Through the numerical simulation by ANSYS in different thickness, axial compression ratio and different sectional area, and it will have very important significance to provide a reference for engineering applications that discuss aspects of ductility, energy dissipation , stiffness degradation and fracture behavior.
Beijing: china building industry press,2000:2-9 [2] Nakashima M, Inoue K, Tada M .Classification of Damage to Steel Buildings Observed in The 1995 Hyogoken-Nanbu Earthquake [J].Engineering Structures,1998, 20(4-6):271-281
Engineering Mechanics, 1999:32-37

Flow Pattern and Pressure Drop in Highly Concentrated Slurries Transportation Pipelines Hai Lu1, 2, a, Jun Yin1, b, Yixing Yuan1, c, Biao Wang2, d, Hongwei Chen2, e, Jianhui Wang1, 2, f 1 School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China 2 School of Municipal and Environmental Engineering, Jilin Institute of Architecture and Civil Engineering, Changchun 130118, China ahaimm110@126.com, bhitjunyin@163.com, cyyx1957@163.com, dwbiao@sohu.com, echenhw@126.com, fWangjianhui_xyc@163.com Keywords: Slurries, Transporting in pipelines, Flow pattern, Pressure drop Abstract.
Minerals Engineering. vol.10,pp. 427-439,1997
Canadian Journal of Chemical Engineering. vol.78, pp.717– 725, 2000

Discussion on the sustainable development of urban water conservancy infrastructure construction Chunjie Ma1, a, Gongli Cao2,b Yanting Ma3,c 1Civil Engineering Management Institute, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, 310058, China a13905742430@139.com , b13634101178@139.com Keywords: Urban water conservancy Infrastructure Sustainable development Abstract：The emerge of urban water conservancy was an intrinsic demand for the water conservancy development in the new historical background,which is the inevitable outcome of the development of the city.At present,on the contrary to the sustainable development strategy,there are a number of problems exist in China's urban water conservancy,which is not only a waste of resources, but also seriously affected the normal life of residents.
The definition of city water conservancy and sustainable development Urban water conservancy refers to water engineering and water management issues of urban flood and drought disaster prevention and integrated water resourcesdevelopment and protection that adapt to the urban construction and development goals, and it contents the protection of the floorboard , construction and management of the water supply and drainage system , regulation of the rivers and lakes , what's more ,it contents the urban sewage treatment and wastewater recycling, urban flood control system construction and urban environment improvement, etc.
As the mixed discharge of industrial wastewater and domestic sewage and low-level imperfection of sewage treatment,the sewage has been full of toxic substances,which has already attracted a large number of serious soil contamination. 2. deficiencies of underground drainage system Regardless of rain and sewage ,the city's drainage system are mostly not yet perfect.Sewage is discharged into the nearest river,which heavily polluted water.First, due to the incomplete of sewage system engineering,industrial waste water stream into the city river.Second, under the existing roads,the sewer are old , damage, leakage and combined diameter is too small to form a partial blockage, which seriously affecting the discharge capacity.Third, the majority of residential are not own septic tanks or the septic tanks don't work, so sewage is discharged into the river nearby.
References [1]XuKang,Research on Sustainable Development of Urban Water Conservation,TAIYUAN SCIENCE AND TECHNOLOGY,2009 [2]Ll Xiaoyue，ZHANG Yanzhi，YANG Chunmei，ZHAI Guojin,Water Problems and Conservancy in the Cities,JOURNAL OF HEBEI ENGINEERING AND TECHNICAL COLLEGE,2005 [3]Li Guangqin,Sustainable Development Urban Water Conservation Infrastructural Facilities Discussion,FRIEND OF SCIENCE AMATEURS,2010 [4]Krusac,Logan,Individual environmental awareness and urban water conservation in Kunming, China,2011 [5]Yan Jun,Zhang Yuhua;Zhang Ju,Yang Xianbo,The method of urban rain-flood utilization based on environmental protection,Energy Procedia,2011 [6] Lu Hangxian,Zhang Kaijun,Chen Weijing ,Elementary Probing into Relation of Three Design Standards of Urban Flood Control, Flooded Fields and Drainage,URBAN ROADS BRIDGES & FLOOD CONTROL,2007

Prototype stress test research on cast-steel joint of large span roof system Zhang Zhengdao1,a, Fei Wenping1,b and Zhang Jianmei1,c 1 State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resources and Hydropower, Sichuan University, Chengdu, Sichuan 610065, China achinazhang_2010@126.com, bwpfei@scu.edu.cn, chdzhangjianmei@163.com Corresponding author: Fei Wenping, E-mail address: wpfei@scu.edu.cn, Tel: +86 28 85465866 Keywords: Cast-steel joint, Prototype test, Finite element analysis Abstract.
Therefore, it is widely used in the field of large steel structure, bridge engineering.
Fig. 1 Cast-steel joint Fig. 2 Strain gauge on the surface of test model 2.1 Introduction of engineering The roof system is supported by spacial truss member bars, which are made of seamless steel tube, whose material is Q235B and Q345B.
It can also provide valuable reference for similar engineering.
Guangdong Architecture Civil Engineering, (2), (2004), P.6-8 [2] Wu Zhiguo, Liu Jian and Wang Yongmei: Study and application of cast steel joints to long-span spatial structures.

Analysis Methods Investigation of Steel Frames accounting for Local Buckling LianKun Wang School of Civil Engineering and Architecture, Wuyi University, Jiangmen 529020, P.R.
Lee: Engineering Structures Vol.23 (2001), p. 1031 [3] A.
Park: Engineering Structures Vol.25 (2003), p. 81 [7] American Institute of Steel Construction.
Mahendran: Engineering Structures Vol.22 (2000), p. 901 [11] S.E.
Hung: Engineering Structures Vol.30 (2008), p. 3105

Comparative Experimental Study on Flexural Property of Reinforced and conventional PHC Pile Junwei Liu1, a, Zhongmiao Zhang1, b＊, Rihong Zhang2, c and Shufeng Wang2, d 1Institute of Geotechnical Engineering, MOE key Laboratory of Soft soils and Geo-environmental Engineering, Zhejiang University, Hangzhou, Zhejiang, 310058, China 2Zhedong Building Material Group, Ningbo, Zhejiang, 315100, China azjuljw@126.com, bzjuzzm@163.com, czhangrihong5@hotmail.com, dphroehe2002@yahoo.com.cn Keywords: Reinforced PHC pile; flexural property; moment capacity; deflection; crack Abstract.
Zhang, and J.W.Liu: Chinese Journal of Geotechnical Engineering.
Wen: China Civil Engineering Journal.
Lu: Chinese Journal of Rock Mechanics and Engineering Vol.25 (2006), p. 3545.

In terms of design stage, architect team includes designer, structure engineer and consulting engineer.
Howell, Shielding production: an essential step in production control, Journal of Construction Engineering and Management, Vol. 124, No. 1 (1997), pp.11-17 [4] D.
Park, Innovative Construction Management Method: Assessment of Lean Construction Implementation, Journal of Civil Engineering, Vol.10, No.6 (2006), pp.381-388 [5] S.
Shingo, A Study of the Toyota Production System from an Industrial Engineering Point of View, Productivity Press, USA, 1989.