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Rapidly Start-up and performance of the EGSB Reactor Treating Actual Coking Wastewater when seeded with Digestion Sludge ChunJuan DONG1, a, QingYe PAN2,b , HongYu LU3,c and YaQuan SUN3,d 1 Department of Environmental Engineering Taiyuan University,Taiyuan, 030009, China 2 Taiyuan University of Technology Da-Cheng Co.
LTD of,Taiyuan,030024, China 3 College of Aerospace and Civil Engineering Harbin Engineering University, Harbin, 150001,China achunjuand@126.com, bgdsz7777@126.com, c13945053572@163.com, d120162968@qq.com Keywords: digestion sludge; granulation; micro-aerobic; actual coking wastewater; EGSB reactor; cyanide; thiocyanate; phenol.
Biochemical Engineering Journal, Vol.26(2005), p.72-81 [6] Isis S.

Mix design of Sup-13 mixed with TOR and crumb rubber using dry process Xinglong, Zhu 12 ,a, Dean,Jiang 2,b 1 College of Civil Engineering, Nanjing Forest University, Nanjing 210037,China 2 College of Architecture and Engineering, Yangzhou University, Yangzhou 225117,China a zhxl9510@sina.com,b dean33@126.com Key words: dry process; crumb rubber; gradation design; Sup-13; pavement performance Abstract: Pure crumb rubber asphalt mixture using dry process has certain requirement of mineral gradation with the potential disadvantage of uneven mixing under the traditional temperature.
density calculated Biggest theory relative density measured Heavy in the air （g） Heavy in the water (g) Table dry weight (g) Hair volume Relative density The initial number of times Degree of compaction （%） design Number of times Degree of compaction （%） Grade 1 2.476 2.475 4782.7 2759.7 4793.4 2.352 84.2 95.1 4761.0 2749.9 4772.7 2.354 Grade 2 2.476 2.475 4787.4 2781.6 4797.5 2.375 85.0 95.9 4761.5 2754.8 4760.6 2.374 Grade 3 2.476 2.474 4785.3 2812.2 4794.2 2.414 86.4 97.6 4787.3 2814.6 4796.2 2.416 Table 7 Three gradation estimate asphalt content test result evaluation grading Asphalt content（％） VMA（％） VFA（％） DP（%） Degree of compaction of initial number estimated（％） 1 5.05 15.74 74.59 1.18 84.8 2 4.74 15.17 73.63 1.32 85.0 3 4.09 13.87 71.16 1.60 84.7 Superpave standards ≥14.0 65～75 0.6～1.2* ≤89.0 Based on the evaluation of Table 7, we can draw grade 1 and grade 2 meet the requirements of Superpave design requirement, According to engineering
Experimental evidence: T0719-2011 provisions in "Highway engineering standard test methods of bitumen and bituminous mixtures" JTG E20-2011.

Mix Proportions of High Flowable Early Strength Mortar for Emergency Repair of Damaged Road Base in Rural Area Cheolwoo Park1, a, Jangyong Lee1, b, Yongjae Kim1, c and Seungwon Kim1, d * 1Department of Civil Engineering, Kangwon National University, 346 Joongnang-ro Samcheok-si Gangwon-do, South Korea ainncoms@naver.com, btigerpark@kangwon.ac.kr Keywords: Emergency repair, Damaged road, Natural disaster, High flowable early strength mortar Abstract.
Park, Fundamental Study of Mix Proportions of High-Flow Cement-Based Mortar for Gravel-Fill Used in Restoration of Collapsed Roads, International Journal of Highway Engineering, Korean Soc.
Choi, Engineering Properties of Early Strength Concrete according to Types of Cement & Curing Temperature, Thesis for the Degree of Master, Department of Architectural Engineering Graduate School, Kongju National University, Kongju, Republic of Korea, 2013

Effect of Curing Conditions on Property of High Performance Concrete with Composite Mineral Admixture Lingli Gong 1a, Nanguo Jin 1b, Xianglin Gu2c, Xianyu Jin 1d 1 Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China 2 Department of Building Engineering, Tongji University, Shanghai 200092, China a lingmao@zju.edu.cn, b jinng@zju.edu.cn, cgxl@mail.tongji.edu.cn, dxianyu@zju.edu.cn Key words: Curing condition; composite mineral admixture (CMA); high performance concrete (HPC); mechanical property; chloride penetration; carbonization Abstract: In this paper, the development of cubic compressive strength of concrete with the age was studied first.
At present, most of important engineering projects, such as bridges, high rise buildings, harbors, and so on, were constructed by using HPC.
CMA named HKA(II) was supplied by Zhejiang Haike Engineering Materials Co.

Monitoring and Analysis on Temperature for External Foam Glass Thermal Insulating System on Walls under Weathering Test Zhirong Niu a , Houren Xiong b, Zongming Yu c, Yi Xiang d and Yiying Luo e College of Civil Engineering and Architecture, Jiaxing University, Jiaxing, Zhejiang, 314001, China aniuzr@126.com,b104072005@163.com, cyu_zong_min@126.com d 17631122@qq.com, e luoyiying66@163.com Keywords: Foam glass, External insulation system on wall, Thermal sensor, Thermal stress, Durability.
Study of building structural system for the external thermal insulation technology, many foreign engineers developed dozens of different wall insulation system, such as EIFS(exterior insulation finishing system), in the mid 1980s in China, under the influence of insulation enterprise in foreign countries, the external insulation technology began to research, At present, China prepare the industry standard issued by the recommended industry standard exterior insulation systems: EPS thin plaster external thermal insulation system, insulating mortar consisting of gelatinous powder and EPS pellets insulation system, cast-in-situ concrete composite no nets EPS exterior insulation system, cast-in-situ concrete composite EPS wire rack boards exterior insulation system, mechanical fixed EPS steel mesh exterior wall insulation system [2].
At present, the external foam glass thermal insulation system has been applied in engineering and promotion [3, 4], but on the whole still in the stage of technology development and research applications [5, 6].
[2]Qingfeng Zhang, Xiwei Yang, Jinqiu Feng, et.al: Exterior insulation engineering JGJ144-2004 (China Building Industry Press, Beijing 2005), in Chinese

In fact, nowadays, multicriteria optimization has begun to be applied to the damage identification of aeronautical, mechanical and civil engineering structures.
Torres,R: Journal of Structural Engineering ASCE ,Vol.132(9) (2006), p.1491 [2] Y.
Pavlidou: Earthquake Engineering and Structural Dynamics, Vol.34 (2005), p. 665 [3] R.
Manzano: Engineering Structures, Vol.29(10) (2007), p. 2540 [4] C.A.

Introduction With promotion and development of building energy-saving technology, engineers and scientists increasingly emphasize that analysis of temperature field and thermal stress for an insulated composite wall has an important role in evaluating energy-saving effect, thermal bridge losses, indoor thermal comfort, forecasting thermal stress distribution and revealing mechanism of temperature cracks.
[2] Z.L.Li, G.Gan, J.C.Tang: Journal of Zhejiang University(Engineering Science(in Chinese)(2004)
[3] W.L.Jin, J.C.Ye,D.Q.Zou, et.al: Journal of Zhejiang University(Engineering Science)(in Chinese)(2002)
[10] B.F.Zhu: China Civil Engineering Journal (in Chinese) (2006).

References [1] E.Schlangen and E.J.Garboczi: Engineering Fracture Mechanics Vol. 57 (1997), p. 319 [2] Z.P.
Planas: Fracture and Size Effect in Concrete and Other Quasibrittle Materials (New Directions in Civil Engineering Series, Purdue University, 1998) [3] F.H.
Yang: Engineering Fracture Mechanics Vol. 54 (3) (1996), p. 335 [12] Z.
Pells: Uniaxial strength testing, Comprehensive Rock Engineering - Principles, Practice & Projects Vol. 3 (Pergamon Press, Oxford 1993) [20] S.C.

Performances Analysis of Tall Concrete Frames on the Ground Fissure Field Guang Yao Fu1,a, Fan Sheng Zeng2,b, Min Tian2,c, Yang Yang Zhou1,d 1College of Civil Engineering, Chang'an University, Xi'an 710061, China 2China Northwest Building Design Research Institute, Xi'an 710003, China afugy610@sohu.com, bZFS5765@163.com, ctianmintm@126.com, dfugy@chd.edu.cn Keywords: Fissure field; Concrete frame; Tall building; Finite element analysis; Structural safety Abstract.
In order to prevent and reduce the ground fissure disaster to damage the building, on the use of construction site avoidance measures to the new building，it is a convenience practical method for the engineering design, Shaanxi Province local standard is technically reflects of this disaster prevention design thought [5].
[4] Hong Qi Chen, Run Qiu Huang, and Jian Bing Pen: Journal of Engineering Geology (In Chinese), Vol.11 (04) (2003), p. 343
[5] The office of Shaanxi province building standard design: Specification for site investigation and engineering design on Xi’an ground fracture, DBJ 61-6-2006 & J10821-2006 (Xi’an 1990) (In Chinese)

A New Technique to Manufacture Desalinated Sea Sand Concrete and Its Properties Bing-quan Sun1, 2, a, Li-jiu Wang2, b, Chao-he Chen3, c and Hong Wang3,d 1Hainan University Materials and Chemical Engineering, Haikou 570228, China 2Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China 3College of Civil Engineering and Architecture, Hainan University, Haikou 570228, China ahainsbq@126.com, bbmwlj@dlut.edu.cn, cchech@hainu.edu.cn, dhdwanghong@163.com Key words: Electrodialysis; Desalination; Sea sand sluicing; Alkaline potential water; Desalinated sea sand concrete Abstract.
Engineering of Sea Water Desalination [M].