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Landfill Leachate Treatment Using SSF-FWS Constructed Wetland Planted with Limnocharis Flava and Eihhornia Crassipes under Different Hydraulic Loading Rate Ain Nihla Kamarudzaman1, a, Alice Dandun Anak Gana1,b, Mohd Faizal Ab Jalil2,c and Roslaili Abdul Aziz1,d 1 School of Environmental Engineering, Universiti Malaysia Perlis, Kompleks Pusat Pengajian Jejawi 3, 02600 Arau, Perlis, Malaysia 2 Perlis State Department of Environment, 2nd Floor, KWSP Building, Jalan Bukit Lagi, 01000 Kangar, Perlis, Malaysia aainnihla@unimap.edu.my, balic_eye@yahoo.com, cfaj@doe.gov.my, droslaili@unimap.edu.my Keywords: Landfill leachate; SSF-FWS Constructed wetland; Hydraulic Loading Rate Abstract.
Introduction Constructed wetland is an engineered system that specifically constructed for the purpose of pollution control, waste management and contaminant treatment.
We also thanks to the School of Environmental Engineering, UniMAP for providing us with laboratory facilities.
International Journal of Civil & Environmental Engineering, Vol. 11 (2011), p. 85-91
Galbrand: Naturalized Treatment Wetlands for Contaminant Removal: A Case Study of the Burnside Engineered Wetland for Treatment of Landfill Leachate.

Dynamic Axial Compression of Square CFRP/Aluminium Tubes Rafea Dakhil Hussein1,a, Dong Ruan2,b*, Guoxing Lu2,c, Jeong Whan Yoon3,4,d and Zhanyuan Gao5,f 1College of Engineering, Al-Muthanna University, Iraq 2Faculty of Science, Engineering and Technology, Swinburne University of Technology, Hawthorn, VIC 3122, Australia 3Faculty of Science Engineering and Built Environment, Deakin University, Geelong, VIC 3220, Australia 4Department of Mechanical Engineering, KAIST, Daejeon 305-701, Korea 5Tianjin Key Laboratory of Civil Structure Protection and Reinforcement, Tianjin Chengjian University, China arafaa.dakhil@yahoo.com, bdruan@swin.edu.au, cglu@swin.edu.au, dj.yoon@deakin.edu.au, fhaifenglingyong@sina.com Keywords: CRFP/aluminium tubes; Axial compression; Impact tests; Energy absorption; Deformation.
Belingardi, Experimental and numerical investigations of the impact behaviour of composite frontal crash structures, Composites Part B: Engineering 79 (2015) 20-27

Therefore it is necessary to analyze and evaluate the stability of subgrade according to the results of geological exploration and scene excavation situation, and steady unstable and less stable subgrade, so to ensure the security and stability of highway engineering structures after construction.
(1)Detailed Investigate and Estimate [1] Detailed investigation and diseases risk assessment of engineering geology, hydrogeology, in volcano karst landform, geological features, rock melting degree of development, morphology, size, development regularity and surface, groundwater movement law, are correct and reasonable solutions of various negative problems prevention.
Table 2 get some treatment scales combines with engineering practices and with reference to the treatment measures of limestone karst.
(2) Due to the complicated stratum structure in volcanic crater karst region, research put forward the subgrade disease treatment methods and construction requirements combined with the engineering practice of embankment building in this area.
Central South University, Building and Civil Engineering, 2012.

Application of SVM to Reliability Analysis of Foundation Excavations System Jing Cao1,a, ChangNing Sun1,b and HaiMing Liu1,c 1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China acjlb117@sina.com,bchangningsun66@163.com, c 273527699@qq.com Keywords: foundation excavations system; failure probability; SVM; response surface; correlation coefficient Abstract: The correlation of failure modes needs to be considered in the reliability analysis of foundation excavations system.
Introduction There are many failure modes in foundation excavations engineering [1], such as the excessive lateral displacement of pile or wall, larger ground settlement, overall instability, overturning destruction, heave and piping.
References [1] ZHANG Honggang, CUI Zhongxing, XIE Miao: Research on failure modes of supporting for deep foundation excavations, Journal of Water Resources and Architectural Engineering, 2010, 8(5),110-112
[2] ZHOU Dong, WU Heng, WANG Yetian: The probability analysis of stability in bracing system in foundation excavations, Chinese Journal of Geotechnical Engineering, 2000, 22(5),630-632
[4] WANG Jianhua: Reliability analysis of stability for braced structures of excavation, Water Power, 2008,34(3),52-54 [5] FANG Kaitai: Uniform design and its application(Ⅱ), Application of Statistics and Management, 1994, 13(3), 52-55 [6] SONG Zhigang, SONG Jie: Reliability Analysis of Compartment Fire by Improved Response Surface Method, Proceedings of the eleventh international symposium on structural engineering, 2010

Disposal of Synthetic Surfactants Containing Wastewater Treatment Sludge in the Ceramic Brick Production, Procedia Engineering 150 (2016) 1610-1616
Reuse of Marble Sludge Slime in Ceramic Industry, Jordan Journal of Civil Engineering. 3 (4) (2010) 264-271
Assessment of Ceramic Tiles Sludge as a Brick Manufacturing, Material International Journal of Engineering Research &Technology. 10 (5) 376-381
Disposal of synthetic Surfactants Containing Wastewater Treatment Sludge in the Ceramic Brick Production, Procedia Engineering 150 (2016) 1610-1616
Series: Materials Science and Engineering. 251 (2017) 012018.

A Comparison of the Fracture Behaviour of Various Concrete Grades under Mixed Mode I/II Loading Petr Miarka1,a, Robin Janssen2,b, Stanislav Seitl1,3,c and Wouter De Corte2,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, Brno 602 00, Czech Republic 2Ghent University, Faculty of Engineering and Architecture, Department of Structural Engineering, Valentin Vaerwyckweg 1, 9000 Gent, Belgium 3Institute of Physics of Materials, Academy of Science of the Czech Republic, Brno, Czech Republic apetr.miarka@vut.cz, brobin.janssen@ugent.be, cseitl.s@fce.vutbr.cz, dwouter.decorte@ugent.be Keywords: High performance concrete, High strength concrete, Fracture mechanics, Mixed mode I/II, MTS, GMTS.
Ravi-Chandar, Evaluation of elastic T-stress by the stress difference method, Engineering Fracture Mechanics, 64 (1999) 589–605
Sih, On the Crack Extension in Plates Under Plane Loading and Transverse Shear, Journal of Basic Engineering, Vol. 85 (1963) 519–525

Yusoff4,d 1Civil Engineering Department, Near East University, Near East Boulevard, Nicosia, 99138 North Cyprus, Turkey 2-4Department of Civil and Structural Engineering Universiti Kebangsaan Malaysia, 43600 UKM Bangi, Selangor DE, Malaysia ashabanismael.albrka@neu.edu.tr, briyadhabdulwahid@gmail.com, cmuhamedlaith2007@yahoo.com, dizzi.alkutani@gmail.com Keywords: asphalt mixture; calcium carbonate nanoparticles; resilient modulus; moisture susceptibility; indirect tensile strength; dynamic modulus.
Introduction For the past several years, pavement engineers have been looking for new materials and techniques to construct highways by using environmentally friendly materials [1, 2].
Materials Science and Engineering.
Engineering Fracture Mechanics. 163 (2016) 416-425

Seismic Response of URM Walls Strengthened with FRP Reinforced Coating Petra Triller1,a *, Miha Tomaževič2,b and Matija Gams3,c 1,2,3 ZAG - Slovenian National Building and Civil Engineering Institute, Ljubljana, Slovenia apetra.triller@zag.si, bmiha.tomazevic@zag.si, cmatija.gams@zag.si Keywords: masonry, seismic resistance, strengthening, coating, fiber reinforced polymers Abstract.
V: SEWC, Structural Engineers World Congress, 4.-6.
Proceedings of the 10th European conference on earthquake engineering.
Bulletin of earthquake engineering 10: 113–133, 2012
Corradi et al., Shear strengthening of wall panels through jacketing with cement mortar reinforced by GFRP grids, Composites Part B: Engineering 64 (2014) 22-42

A Review on the Treatments and Minimization Techniques of Stainless Steel Pickling Sludge Xiaoming Li1,a,Shangjie Wang1,b,Junxue Zhao1,c,Yaru Cui1,d and Subo Hou2,e 1 School of Metallurgical Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China 2 Shaanxi Hongxin Metallurgy Environment-protection Project CO.
Introduction Stainless steel is widely used in industrial and civil fields for its excellent corrosion resistance, wear resistance,strength,toughness and good processability.
Department of Materials Science and Metallurgical Engineering, Pretoria: University of Pretoria, 2005 [2] B.
Bjorkman: Scandinavian Journal of Metallurgy, Vol.34(2005),p. 31 [6] Yide Zhao, Peng Zhang and Zhichao Wu: Environmental Engineering, Vol.20(2002),p.47. in Chinese [7] R.
Dombrowski: Iron and Steel Engineer,Vol.3(1985),p. 62 [8] H.

Citation & Copyright (to be inserted by the publisher) Quality Control of In-Situ Concrete by Ultrasound Monitoring Hoi-Keun Lee 1, Kwang-Myong Lee 1 and Seung-Hoon Lee 2 1 Department of Civil and Environmental Engineering, Sungkyunkwan University, Suwon, Korea 2 Research Institute of Technology, Samsung Construction & Engineering, Sungnam, Korea Keywords: Concrete, Nondestructive Testing, Quality Control, Setting, Ultrasonic Pulse, Velocity.
This is particularly useful for monitoring the setting process of modern concretes containing various mineral and chemical admixtures that are used to improve engineering properties of concrete in the plastic as well as hardened state
Acknowledgement The authors wish to acknowledge the financial support of Samsung Construction & Engineering Ltd.
Carino: Nondestructive Test Methods (Concrete Construction Engineering Handbook, 1997)