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Comparative analysis of the influence of different construction technology for excavation on adjacent tunnels DU Yong-gang 1, a, CAO Jing 1,b DING Zu-de 1,c 1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology,Kunming, 650500, China a306962782@qq.com, b17656266@qq.com, cdzdvsdt@163.com Keywords: excavation; existing tunnel; construction technology; numerical analysis Abstract.
The conclusion can provide a theoretical basis for similar excavation engineering construction.
So the displacement of the right line tunnel is the controlling factors of the engineering.
Chinese Journal of Geotechnical Engineering(in Chinese), 32(3): 453-459.(2010) [2] HOU.
Foundation&Structure Engineering(in Chinese), 2(31): 105– 110.(2013) [6] LIU.

Study on the Capacity Increasing and Dam Heighten of Plain Reservoirs Xiuguang Song1,2,a,Zhidong Zhou*1,2,b,Hongbo Zhang1,2,c,Hongya Yue1,2,d 1School of Civil Engineering, Shandong university, Jinan, 250061, P.R. china 2Shandong Engineering & Technology Research Center for Subgrade Safety, Jinan, 250061, P.R. china E-mail: asongxiuguang@sdu.edu.cn, bzhouzhidongdzd@163.com, csd_jxzhb@163.com, dyuehongya@126.com Keywords: plain reservoir, capacity increasing, differential settlement, stability, numerical simulation.
There are a variety of engineering problems in many plain reservoirs, such as weak foundation, liquefaction, swamping, salinization, poor seepage stability, low shear strength, etc[1].
Therefore, according to the field investigation of the vertical expansion engineering of Taihang Reservoir in Cao County, lots of reservoir engineering problems had been shown clearly and some vertical expansion methods had been put forward in this paper.
The engineering design level was considered to be III-Level.
China Ocean Engineering, 1998, 2 (3), 24-29

Study on deformation parameters in Dynamic Compaction desert foundation Hui Zhang1, a, Baoyuan Zhang 2,b 1 College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shanxi, China 2Xi’an Research Institute of China Coal Technology & Engineering Group Corp, Xi’an, Shanxi, China a0107zhanghui@163.com, bzhangbaoyuan@cctegxian.com Keywords: desert foundation; Dynamic Compaction; deformation modulus; compression modulus Abstract.
This method is used for widely all kinds of ground treatment engineering worldwide, but the engineering examples of desert foundation treated by DC is very few.
The engineering geology is as the above experiment site.
The new record of great ground treatment engineering [M].
[5]《Engineering geology manual》editors.Engineering geology manual(the fourth edition) [M].

Influencing factors of the in situ formed iron hydroxide (FeOxHy) on the removal of phosphate by coagulation and adsorption Lihua Sun1, a, Tianmin Yu2, Xueru Chen2, Xiaolu Qi2 and Yajun Zhang1,b 1Key Laboratory of Urban Stormwater System & Water Environment, Beijing University of Civil Engineering and Architecture, Beijing,100044, China 2 School of Environment and Energy Engineering, Beijing University of Civil Engineering and Architecture, Beijing, 100044, China asunlihuashd@163.com, bzhangyajun@bucea.edu.cn Keywords: In situ FeOxHy, Phosphate, Coagulation, Adsorption, Influencing Factors.
Chinese Journal of Environmental Engineering, Vol. 6(10)(2012), p.3429, in Chinese

Jilin Architectural and Civil Engineering Institut,Key Laboratory of Songliao Aquatic Environment, Ministry of Education , China 2.
Acknowledgements This work was financially supported by“Jilin Architecture and Civil Engineering Institute Youth Science and Technology Development Fund(J20111024）”and“Jilin Provincial Department of Education Science and technology project fund ([2013] No. 234th)”.
Chemical Engineering, Vol.4 (2009):100-101.In Chinese [10].
Hai Tang, Guizhong Liu,Youbin Yan.Chinese Journal of Environmental Engineering.Vol.6 (2012): 1245-1250.In Chinese [16].

Concrete with High Content of Fly Ash Intended for Constructions with Long Durability HUBACEK Adam1, a * and HELA Rudolf 2,b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic ahubacek.a@fce.vutbr.cz, bhela.r@fce.vutbr.cz Keywords: Fly ash, Durability, Concrete, Power industry.
Unfortunately scepticism in road engineering industry and XF environment generally scepticism to it still persists because fly ash remains here prohibited as cement substitution.
Acknowledgement Theoretical background for presented results was obtained under financial support within the project FAST-S-15-2714 „Utilisation of high fly ash content concretes for special sections of engineering “.
Brno: Technical University in Brno, Faculty of Civil Engineering, 2012. 18 pp.

Adnan3,c 1Transportation’s Infrastructure Research Group, Sebelas Maret University, Solo Indonesia 2Highway Laboratory, Civil Engineering Department, Sebelas Maret University, Solo Indonesia 3Civil Engineering Department, Sebelas Maret University, Solo Indonesia acenase@yahoo.com, b sarwono60@yahoo.co.id, cms_adnan@yahoo.com Keywords: slurry, preservation, cement, fly ash Abstract.
Zaniewski, Optimizing Pavement Preservation: An Urgent Demand for Every Highway Agency, International Journal of Pavement Engineering Volume 2, Issue 2, 2001
Eskioglou , Alternative Filler For Use In Slurry Seal, Laboratory of Building Materials, Department of Civil Engineering, Aristotle University of Thessaloniki, 541 24 Thessaloniki, Greece, 2007

Study on Porous Structure of Porous Media in Geotechnical Materials Yongxin Wang1,*, Chunhui Lan2, Hai Tian3 1Southwest Jiaotong University SWJTU-Leeds Joint School, Chengdu, Sichuan, 611756 2School of Settlements and Civil Engineering, Xi'an Jiaotong University, Xi'an, Shaanxi, 710049 3College of civil Engineering and Architecture of Hainan University, Haikou, Hainan, 570228 *Corresponding author email: yongxinwang@swjtu.edu.cn Keywords: geotechnical, complex materials, material structure, particles.
The study of this issue is by no means purely an engineering application problem.
Taking the field of geotechnical engineering as the starting point, the classic theory of simple materials mechanics is pushed to a new stage: the theory of mechanics of complex materials should be a new direction for our efforts.

Hygrothermal Behaviour of Inorganic Binder-Based Board Materials Jan Bubeník1,a*, Jiří Zach2,b 1,2Brno University of Technology, Faculty of Civil Engineering, Centre AdMaS, Purkyňova 139, 612 00 Brno, Czech Republic abubenik.j@fce.vutbr.cz, bzach.j@fce.vutbr.cz Keywords: Inorganic binder, cement, gypsum, board materials Abstract.
References [1] Christian Brischke, Rolf Bayerbach & Andreas Otto Rapp (2006) Decay-influencing factors: A basis for service life prediction of wood and wood-based products, Wood Material Science & Engineering, 1:3-4, 91-107 [2] TIME, Berit, Hygroscopic moisture transport in wood, PhD Thesis, Norwegian University of Science and Technology, Department of Building and Construction Engineering, Norway, 1998, 216 s., ISBN: 8247102137
Diffusion of water vapour, monitoring and risk analysis of wooden walls, Brno University of Technology, Faculty of Civil Engineering, Czech Republic, 2014, http://www.woodresearch.sk/wr/201403/06.pdf

Experimental investigation on four types of steel plate shear walls Feng Li1, a Shen Li1, b Guannan Wu1, c Dong Wang1, d 1School of Civil Engineering Xi’an University of Arch. & Tech.
Acknowledgement Project supported by national natural science foundation of China (Grant No.50878181) Reference [1] E.W.Tromposch, G.L.Kulak, Cyclic and static behavior of thin panel steel plate shear walls, Structural Engineering Report, No.145, Dept of Civil Engineering University of Alberta, Edmonton, Alta, Canada(1987)
[2] Caccesw V，Elgaaly M，Chen R, Experimental study of thin steel-plate shear walls under cyclic load, Structure Engineering, ASCE, 119(2), (1993)573-587