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Production of High Carbon Composite from Catalytic Pyrolysis of Pisum sativum Peels for Methylene Blue Dye Decolorization Norbert Onen Rubangakene1,a, Ahmed Elwardany2,3,b, Manabu Fujii4,c, H Sekiguchi5, d and Hassan Shokry1,6, e 1Environmental Engineering Department, Egypt-Japan University of Science and Technology (E-JUST, New Borg El- Arab City 21934, Alexandria, Egypt 2Energy Resources Engineering Department, Egypt-Japan University of Science and Technology (E-JUST), New Borg El-Arab 21934, Egypt 3Mechanical Engineering Department, Faculty of Engineering, Alexandria University, Alexandria 21544, Egypt 4Department of Civil and Environmental Engineering, Tokyo Institute of Technology, Meguro- Ku, Tokyo, 152-8552, Japan 5Chemical Science and Engineering Department, Tokyo Institute of Technology, S-4, 2-12-1 Ookayama, Meguro- Ku, Tokyo, 152-8552, Japan 6Electronic Materials Researches Department, Advanced Technology and New Materials Research Institute, City of Scientific Research
Authors thank Egypt- Japan University of Science and Technology and staff under Environmental Engineering department for their utmost diligent support during this study.
Shokry, “Journal of Water Process Engineering Novel nano-ferromagnetic activated graphene adsorbent extracted from waste for dye decolonization,” J.

Seismic Response Analysis of Railway Frame Piers Yun Xiao1,a*, Junqing Lei1,b, Zhongsan Li1,c 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China ajimraynor@sina.com, blei_jq@126.com, clzhs0126@sina.com Keywords: Frame pier, Response spectrum analysis, Elastic time-history analysis, Nonlinear time-history analysis Abstract.
Code for Seismic Design of Railway Engineering (GB50111-2006).
Engineering Mechanics, 2007, 24(11):100-105
World Earthquake Engineering, 2009, 25(4):18-24
Earthquake Engineering and Structural Dynamics, 1990, 19(1):63-76.

Journal of Hydraulic Engineering, (2004) [2] Yao Xiong, Wang Changde, Li Changjing.
Journal of Hydraulic Engineering, (2008) [3] Cui Wei, Chen Wenxue, Yao Xiong, et al.
Engineering journal of Wuhan University, (2009) [5] Fang Shenguang, Wu Baosheng, Fu Xudong.
Journal of Hydraulic Engineering, (2006) [11] Zhang Chen.
Tianjin: School of Civil Engineering, Tianjin University, (2008) [12]Gao Xueping, Zhang Chen, Zhang Ya, et al.

Research On The Methods Of Calculating The Volume Of Canal Excavation Of Zhengzhou section In The First Stage Of The South-To-North Water Transfer Project Qi-xia Liu 1,a, Xin Zou 1,b, Zhuo-yu Li 1,c, Le Zhang 1,d Civil Engineering and Architecture College, Henan University of Technology, Zhengzhou 450001, China aliuqixia65@163.com, byinjiaxinzoxin@sina.com,c791391210@qq.com,d395456906@qq.com Keywords: Canal excavation；The volume of the excavation；Accuracy；Construction method Abstract.
According to the report on the exploration of the geological engineering, the formation lithology of the section (stake number from SH210+100 to SH210+773) from old to new is respectively the middle Pleistocene alluvial-pluvial layer (al+plQ2), the upper Pleistocene alluvial layer (alQ3), the holocene alluvial layer (alQ4).
So according to Standard for classification of engineering rock masses (GB 50218-94), design specification of highway tunnel(JTG D70-2004), code for designing on subsoil and foundation of highway bridge and culvert(JTG D63-2007), geotechnical engineering specification (GB 50021-2001), etc.
According to standard for engineering classification of rock masses (GB50218-94), we can classify the rigidity degree of the rocks by the rock-saturation and uniaxial compressive strength, the results can be seen in the Tab.2.
Highway engineering design method earthwork calculation accuracy of the analysis[J], Communications Science and Technology Heilongjiang, 2010.1:55-56, In Chinese

Figures released by the order of Engineers of Beirut & Tripoli show that construction permits issued in the first quarter of 2014 reached 3.4 million square meters, constituting an increase of 18% from the same quarter of 2013.
Likert scale ranking the importance of items Item Very important Important Medium importance Low importance Very Low importance Scale 5 4 3 2 1 Sample sizing and selection: - Consultants and contractors were selected from the listing of respectively consultant and contractor architects and engineers in the order of engineers and architects of North-Lebanon; (Our case study is limited to North Lebanon governorate)
Even though the number of 48 distributed questionnaires (with 33 received back ones) appears to be too small for a statistical model analysis, it worth notifying that this number is based on the available local market and selected from the order of engineers and architects of North-Lebanon data book to cover majority of localized engineering firms.
The aid and support of the Order of engineers and Architects of North Lebanon are really essential and of big interest, contributing to further developed quality system ratings for the construction to be developed.
Journal of civil engineering and management, vol 15 , n 3, pp. 269-280, 2009.

Life-time index in whole structural life-cycle Xiaoping Zhong1,2,a,Weiliang Jin1,b , Wen Xue1,c 1Institute of Structural Engineering, Zhejiang University, Hangzhou, Zhejiang, 310058, China 2 Construction Scientific and Engineering Institute of Yangzhou University, Yangzhou, Jiangsu, 225009, China ayz.zxping@pub.yz.jsinfo.net, bjinwl@zju.edu.cn, cxuewen@zju.edu.cn Keywords: probabilistic performance, life-time index, whole life-cycle, concrete structure, service life Abstract.
Introduction In design and management of engineering structures in the life-cycle, time indexes have many different forms.
At present application of the nondestructive testing, technology in actual engineering is only a preliminary exploration.
Therefore, it is necessary to establish perfect database and develop nondestructive testing technology in practical engineering application.
Vol. 30 (2009), p.1 (in Chinese) [5] Yali Ma, Ailin Zhang:China Civil engineering journal.

The Challenges of Road Preservation Program for Indonesian National Roadway ARY Setyawan1, a *, AGUS Taufik Mulyono2,b 1Roadmate Research Group, Sebelas Maret University, Indonesia 2Civil Engineering and Environment Department, Gajahmada University, Indonesia acenase@yahoo.com, batm8002@yahoo.com Keywords: road, preservation, performance, contract.
The average usage rate of the general Indonesian National Standard (SNI), related to building construction materials, and the specific SNI, related to civil engineering, in road infrastructure contract documents are not more than 30.0% [6].
Internal factors that cause bad roads are always associated with accuracy how far the quality of the implementation of the road can be achieved, among other things: careful selection of materials, precision operate of the field equipment, precision quality testing and interpretation of the Detailed Engineering Design.
International Journal of Pavement Engineering, 2(2), 135-148 [4] Galehouse, L., Moulthrop, J.
Structure and Infrastructure Engineering, 8(7), 639-654 [6] Mulyono, A.

The engineering triumph of carbon fibre.
Engineering Failure Analysis.
Advances in Civil Engineering. 2018, Article ID 6346080, 12 p
Lecture Notes in Mechanical Engineering.
ARPN Journal of Engineering and Applied Sciences.

Discussion on Mathematical Models of Probabilistic Constraints Calculation in Reliability-Based Design Optimization Ping Yi Department of Civil Engineering, Dalian University of Technology, Dalian, 116024, China yiping@dlut.edu.cn Key words: Reliability-Based Design Optimization; Reliability Index Approach; Performance Measure Approach; The Most Probable Failure Point; The Minimum Performance Target Point Abstract.
This is mainly because the failure probability of an actual engineering structural element or system is far less than 50% and the occurrence of a negative reliability index in engineering is nearly impossible.
Reliability-based design in geotechnical engineering: computations and applications, Taylor & Francis. (2008) [10] L G Crespo, D P Giesy, S P Kenny.
In: ASME Design Engineering Technical Conf.
Proceedings of the ASME Design Engineering Technical Conferences and Computers and Information in Engineering, San Diego, US. (2009) [14] Youn B D, Choi K K, Du L.

Application of the Hilbert-Huang Transform for Identification of Changes in Boundary Conditions of a Bridge using Vibration Data due to Traffic Arturo González1,a and Hussein Aied1,b 1University College Dublin; School of Civil, Structural and Environmental Engineering; Newstead, Belfield; Dublin 4; Ireland aarturo.gonzalez@ucd.ie, bhussein.aied@ucdconnect.ie Keywords: boundary conditions, bearings, non-linear dynamics, bridge.
Aiken, An analytical hysteresis model for elastomeric seismic isolation bearings, Earthquake Engineering & Structural Dynamics, 26 (1997) 215-231
Yang, A mathematical hysteretic model for elastomeric isolation bearings, Earthquake Engineering & Structural Dynamics, 31 (2002) 771-789
Paul, Force-deformation behavior of isolation bearings, J. of Bridge Engineering, 12 (2007) 527-529
Series A: Mathematical, Physical and Engineering Sciences, 454 (1998) 903-995