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[6] Zhang Zhaoning, Zhou Peng, Liu Jianbin: Journal of Civil Aviation University of China Vol:30.No.3(2012),p.1
[9] Zhang Zhaoning,Gao Junying:Science Technology and Engineering Vol.13.No.24(2013), p.7282
[11] Zhang Zhao-ning, Zuo Jiang-li,Lu Fei: International Refereed Journal of Engineering and Science.
[15] Fu Yaqiang, Xu Baihua: Space Medicine& Medical Engineering Vol.23.No.2(2010), p.112
[16] Gu Bo: Study on the algorithm of civil aircraft traffic collision avoidance system and simulation, submitted to Shanghai Jiao Tong University for the Degree of Master(2012)

Influence of Milling on Some Chemical Properties and Reactivity of CFBC Fly Ash Tomáš VÁCHAL1,a*, Rostislav ŠULC1,b, Tereza JANKŮ1,c and Pavel SVOBODA1,d 1CTU in Prague, Faculty of Civil Engineering, Department of Construction Technology, Thákurova 7/2077, 166 29 Prague 6, Czech Republic atomas.vachal@fsv.cvut.cz, brostislav.sulc@fsv.cvut.cz, ctereza.janku@fsv.cvut.cz, dpavel.svoboda@fsv.cvut.cz Keywords: CFBC fly ash, milling, calorimetry, reactivity of particular ashes.
Vašák, The diploma thesis, CTU in Prague, Faculty of Civil Engineering, Praha 2016 [6] T.
Váchal et al., "Chemical Properties and Reactivity of CFBC Fly Ash", Key Engineering Materials, Vol. 722, pp. 132-139, 2016 [7] J.
Microstructural development in high-volume fly-ash cement system, J. of Mat. in Civil Eng., vol. 6, 1994, pp. 117-136

Introduction Research into the behaviour of materials used in the power engineering industry is conducted in many centres in Poland [1-4] and abroad [5-7].
X20CrMoV12.1 (1Cr11MoV) steel is a conventional material which has been used in the power engineering industry for many years.
Brozda, Modern martensitic steels for power industry, Archives of civil and mechanical engineering,12, 1 (2012) 49-59
Book Series: IOP Conference Series-Materials Science and Engineering, 35 (2012)
Mathewa, Isothermal and thermomechanical fatigue studies on a modified 9Cr–1Mo ferritic martensitic steel, Materials Science and Engineering, A 554 (2012) 95– 104

Research on Construction Project Operation Mechanism of D-B Mode Wang Junwu1,a, Li Junying2,b, Hu Jianwen3,c 1,2Institute of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, P.R.China, 430070 3Construction Bureau of Shenzhen, Shenzhen, P.R.China, 518031 ajunwuwang@163.com,b870925leejy@163.com,chujw08@qq.com Keywords: design-build delivery mode;D-B contractor;operation process;operation mechanism Abstract: From1980s to nowadays, D-B mode is widely used for its incomparable advantages.
The share of D-B mode in the engineering amount and overall construction market has been in non-stop sustained growth.
Coordination is the most important task of the supervision engineers.
Military Engineer, vol.91(1999), p.51
Journal of Construction Engineering and Management, vol.12(1997), p.47-53

Model test design 1.1 Test model The model test is based on practical engineering.
According to the actual engineering, the model who‘s proportion is 1:10 was established.
CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING.1997(4).
CHINA CIVIL ENGINEERING JOURNAL ,2011(1).
CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING.2001(3):324-329.

Applied Research on Dynamic Replacement Method in Tailings Residue Subgrade Reinforcement Jiao Long He 1, a , Yong Zhou2, c and Zhong Ai Jiang 3, b 1 Central South University of Forestry and Technology College of civil engineering and mechanics Hunan Changsha 410004 China 2Xiangtan Flood Control of Xiangjiang Landscape Road Development and Construction Company Limited Hunan Xiangtan 411104 China 3 Hunan Provincial Water Conservancy and Hydropower Survey and Design Research Institute Hunan Changsha 410004 China ahjl6509@163.com,b278863115@qq.com, cjiangzhongai@163.com Keywords: Dynamic replacement method .
Abstract：Based on the reinforcing mechanism of dynamic replacement method ,this article put forward the construction parameters and measures of dynamic replacement method , combining with the result of actual engineering field testing experiment.
The engineering and field geological survey The engineering survey.
Before the construction of dynamic compaction,three representative experimental sites are selected which are trially rammed or experimentally constructed to determine the corresponding construction parameters.The first area is engineers sections from K4+540 to K4+680.The second is the border area for filling and digging from K4+680 to K4+722,in the right of which there are a closed depressions and water.The third is the fill area from K4+722 to K4+850 segment.
In order to ensure the safety operation of the pavement and eliminate the influence of the uneven settlement,reduce the settlement and eliminate the hidden dangers,after the second time ramming, the packing can get level and the height is got,the engineers section get backfilled with the 50 cm thick natural sandy gravel stones,the borderarea for filling and digging and the fill area are backfilled with the 100cm thick flag and is made level with natural sandy gravel stones.

Soft soil microstructure character analysis with CT Yuan Zexun1,2,a Mao Lingtao1,3,b Zhao Dan1,c Chi Zhenyu1 1School of Mechanics, Architecture and Civil Engineering, China University of Mining and Technology Bei Jing 10083 2.
City Construction Department, Beijing City University, Bei Jing 10083 3.State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology Bei Jing 10083 a yuanzexun@bcu.edu.cn, b mlt@cumtb.edu.cn, c118jiandan@163.com Keywords: Geotechnical Engineer; Soft soil; Microstructure; CT observation; SEM image Abstract: In this paper, CT technique is applied to observe soft soil of different depth , and microstructure characters are analyzed combined with scanning electronic microscope (SEM) and mercury intrusion method.
Chinese Journal of Geotechnical Engineering, 2000, 22(1),p.49-54.

Practical Seawater Source Heat Pump Projects in China WU Jun Hua1,2, a, LI Hai Shan2,b 1 State Key Laboratory of Building Safety and Built Environment, Beijing, China 2 College of civil engineering and mechanics, Yanshan University, Qinhuangdao 066004, hebei,China atd_wjh@163.com, bfeiyingli@sina.com Keywords: seawater source heat pump, practical engineering, COP, seawater temperature Abstract.
Summary In this paper, practical engineering of SWHP in China was presented.

Marine Environment Impact Analysis and Countermeasures on Sea water Utilization project Yingxia MIAOa, Shuxun WANG,Luyang Li,Tianxiang Jiang,Jing Wang Institute of Seawater Desalination and Multipurpose Utilization, State Oceanic Administration, Tianjin 300192, China ahuanjing_dhs@126.com Keywords: Seawater utilization, marine environment, engineering, impact Abstract.
The engineering methods for seawater utilizationare mainly sea water in-take, drainage discharge to sea, reservoir and sedimentation with basin.
Pre-treated by civil water treatment plant, discharge water would not have direct impact for the marine environment.

Brick Chimney in Complex Environment Demolished by Accurate Directional Blasting Qi Zong1,2,a, Shaoying Zhou 1,a 1School of Civil Eng. and Architecture, Anhui University of Science and Technology, Huainan, Anhui 232001, China 2National engineering laboratory for deep shaft construction technology in coal mine (huaibei), Heifei, Anhui 230601, China a E-mail: qzong@aust.edu.cn Keywords: brick chimney; complex environment; demolition blasting; blasting cut; blasting parameters Abstract.
Engineering blasting, 2001, 7 (2) : 23 to 27.
Engineering blasting, 2003, 9 (4) : 18 ~ 20.