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Study on the strength and acid alkali erosion of improved MSW Lin Liu1, a， Peng fei Wu 2, b，JindiaoJiang3, c The College of Civil Engineering, Inner Mongolia University of Technology, Hohhot, China, a 374628630@qq.com b 757286023@qq.com c 397806305@qq.com Key words: improved MSW; cement; fly ash; gypsum; acid and alkali erosion; the compressive strength Abstract: Improving MSW with help of the curing agent mixed with cement, fly ash and gypsum.
This paper make MSW　based on the compositions of MSW in Hohhot in-depth research on the basis of preparation, This paper aimed at the western economic less developed areas to improve MSW engineering application in theory and experiment.
So we can use the curing agent which contains cement, fly ash and gypsum to improve the landfill in the practical engineering
Environmental geotechnical engineering [M].

Flexibility Method of Damage Identification for Transmission Tower Based on Signal Amplitude Vector Ling Zhou1, a, Hua Cheng1, b, Zhonggang Wang1, c, Junlong Zhou1, d 1Department of Civil Engineering, Logistical Engineering University, Chongqing, 401311, China azhouling830@163.com,bchwjct@163.com,czhonggangwang@sina.com,djunlongzhou@163.com Keywords: Flexibility Matrix, Damage Detection, Transmission tower, Signal Amplitude Vector Abstract.
Lu: Earthquake Engineering and Engineering Vibration.

Experimental Investigating of Latex Cement as Similar Material Simulating Soft Rock Creep Yongyan Wang1,2 a, Feng Li1,b ,Xiujiang Tai3,c 1 College of Electrical and Mechanical Engineering, Qingdao University of Science and Technology, Qingdao, China, 266061 2 State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology, Beijing, China, 100083 3 The Fuxin Fuchuan sensor Co., Ltd.
Acknowledgements This work is financially supported by State Key Laboratory for GeoMechanics and Deep Underground Engineering Open Foundation(SKLGDUEK1022), National Natural Science Foundation (50974077) and National Natural Science Foundation (51074094).
[5] Peng Hai-ming，Peng Zhen-bin，Han Jin-tian,The Research of Lithology Similar Materials[J].Civil Engineering and Architecture of Guangdong, 2002,12(12):13-17 [6] Gao Wei,Rock Mechanics[M].Beijing: Beijing University Press,2010, In Chinese.

The Retrospects and Prospects of Pure Water Hydraulic Technology Feng Xua, Lixiang Zhangb School of Mechanical Engineering, Anhui University of Science and Technology, Huainan, Anhui Province 232001, P.R.
With the rapid development of pure water hydraulic technology, from civil to military, from the ground to underground, from land to sea, and from the industry to the daily life of many departments, this technology is used widely.
It attracted high attention to energy saving, environment protection, safety in production of green manufacturing in mechanical engineering development.
At present, oil uses widely as working medium for the hydraulic transmission technology in industrial automation, all kinds of production and processing equipment, the petroleum chemical industry, engineering machinery, mining, military equipment and air field.
Fig. 1 Direction and flow control valve Fig. 2 Proportional relief valve Fig. 3 Pure water hydraulic valves Fig. 4 Pure water hydraulic piunger pump The Prospect of Pure Water Hydraulic In many occasions which apply hydraulic transmission, its inherent cleaner and flame retardancy just meet the requirements of modern social engineering.

Experimental Study on Anisotropy of Granite Residual Soil Liqun Guo1,a, Yaoxing Huang1,b, Jianbing Huang2,c 1College of Civil Engineering , Huaqiao University , Quanzhou 362021, China, 2China State Construction Engineering Corporation, Quanzhou 362021, China, aguoliqun@hqu.edu.cn, bhuang.yaoxing@163.com, cjianbing@foxmail.com Keywords: granite residual soil, induced anisotropy, large-sized specimen,K0 consolidation Abstract: Inherent anisotropy and induced anisotropy are two main influencing factors on the engineering properties of granite residual soil.
Considering its special engineering properties, suitable test modes are necessary for the determination of data of laboratory.
Dan: Chinese Journal of Geotechnical Engineering, Vol. 29 (2007) No.9, p.1344.
Shen: Chinese Journal of Getechnical Engineering, Vol. 28 (2006) No.8, p.970.
Wang: Port Engineering Technology, Vol. 46 (2009) No.1, p.56.

Creep Properties of CFRP-Steel Composites Subjected to Tensile Loads Yiyan Lu 1,a, Xuepeng Zhang 1,b, Zhiyu Tang 1,c 1School of Civil Engineering, Wuhan University, Wuhan, Hubei, 430072, China ayylu@163.com, b zxp-985@163.com, czhiyut@sina.cn Keywords: Carbon fiber reinforced polymer, Steel plate, Composite material, Creep, Viscoelastic.
The agreement of the model results with the experimental data indicates this medel could be used to estimate the creep effectively at engineering analyses.

Frishter1,a* 1Moscow State University of Civil Engineering, 26 Yaroslavskoye Shosse, Moscow, 129337, Russia alfrishter@mail.ru Keywords: corner areas of the region boundary, stress intensity factors, strain intensity factors, stress and strain state.
The Stress and strain state of building structures in zones with bird's mouths and cuts of the boundary is characterized by stress concentration zones emergence and requires an evaluation of strength and reliability of objects, which is the engineering practice actual task.

Mixed Plastic Surface Construction Plastic track threshing uses mixed surface engineering plastic materials used are environmentally friendly materials, plastic materials do not contain the telling chlorine ester (TDI) and benzene solvent.
Dust cleaning: prior to coating, the runway asphalt concrete surface cleaning cleaners, especially to carefully check whether there is a civil engineering the drip cement mortar and pavers, rollers oil to oil pollution.
Quality Control Measures of the Engineering National regulatory requirements of the standard should check the quality of the project for each process.
All management and operating team will strengthen the sense of quality and quality functions; implementation of the responsibility engineers and professional quality control engineers responsible for system and comprehensive management and control of the quality of the project, the whole construction process; through a clear division of labor the person in charge of the construction unit project supervision engineers and construction side of the close coordination and cooperation, the effective control of the quality of the project.
Complete engineering documents are an important basis for project completion and acceptance should be real and detailed.

MÜLLER2,b, Christoph NIKLASCH3,c Sylvie MICHEL-PONNELLE4,d, Benoît MASSON5,e 1Vice-President, Materials Testing and Research Institute (MPA Karlsruhe), Karlsruhe Institute of Technology (KIT), Karlsruhe, Germany 2President, Materials Testing and Research Institute (MPA Karlsruhe), Karlsruhe Institute of Technology (KIT), Karlsruhe, Germany 3Senior Engineer, Ed.
In the last decades a number of civil engineering R&D programs dedicated to theoretical and experimental analyses have been performed.
References [1] Le Pape, Y., Courtois, A., Ghavamian, S.: “Nuclear power plant concrete containment: monitoring and modelling the aging mechanisms”, Proceedings of the International Symposium: Contribution of materials investigations to improve the safety and performance of LWRs, Vol.2, 1145-1155, Fontevraud 6, France, 2006 [2] Niklasch, C., Herrmann, N.: “Nonlinear fluid–structure interaction calculation of the leakage behaviour of cracked concrete walls”, Nuclear Engineering and Design, Volume 239, September, Issue 9, pp. 1628-1640, 2009 [3] Herrmann, N., Müller, H.
S., Niklasch, C., Michel-Ponnelle, S., Bento, C., Masson, B.: “The PACE-1450 experiment – Crack and leakage behaviour of a pre-stressed concrete containment wall considering the aging”, Contribution of Materials Investigations and Operating Experience to LWRs, Safety, Performance and Reliability, Fontevraud 8, Avignon, France, 2014 [5] Herrmann, N.; Niklasch, C.; Kiefer, D.; Gerlach, L.; Le Pape, Y.; Fortier, S.: PACE-1450 – An experimental Test Setup for the Investigation of the Crack Behaviour of Pre stressed Concrete Containment Walls; Proceedings of the 16th International Conference on Nuclear Engineering; ICONE16, May 11-15, Orlando, FL, USA, 2008

Influence Factors on Highway High Slope Seismic Stability and Preventive Measures Liping Liu Department of Civil Engineering, Xi’an Technological University, Xi’an ,710032, China Keywords：highway, high slope, seismic stability, influence factor Abstract：Highway high slope seismic stability is an urgent problem need to be solved, and the existing specifications can not meet the needs of engineering in design methods, construction measures and enforceability.
But from damage range, degree and engineering Significance, the minimum magnitude M = 4.5 ~ 4.75 is more reasonable.
Therefore, from the engineering point of view, slope failure induced by the minimum intensity is VI.
Engineering department should use smaller variability values as the main design basis.
Slope engineering can draw lessons from related technology for shock isolation and ductility design.