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Lin6,e 1 Department of Textile Engineering, Chinese Culture University, Taipei 111, Taiwan, R.O.C. 2 Department of Land Management, Graduated Institute of Textile Engineering, Feng Chia University, Taichung 407, Taiwan, R.O.C. 3 Hsinnjy Industrial Co., Ltd, Nantou 540, Taiwan, R.O.C./ Center for General Education, Central Taiwan University of Science and Technology, Taichung 407, Taiwan, R.O.C. 4 Center for General Education/ Institute of Biomedical Engineering and Material Science, Central Taiwan University of Science and Technology, Taichung 406, Taiwan, R.O.C. 5 Hsinnjy Industrial Co., Ltd, Nantou 540, Taiwan, R.O.C. 6 Laboratory of Fiber Application and Manufacturing, Graduated Institute of Textile Engineering, Feng Chia University, Taichung 407, Taiwan, R.O.C.
Introduction Within civil engineering applications confinement with cellular systems (prevention of horizontal movement) substantially improves the material shear strength and improves bearing capacity.

Control parameters of EPB shield tunneling in weathered granite ground and below existing tunnels Xinggao Li1, a, Dajun Yuan1,b and Hao Hu2,c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2Shenzhen Metro Co.
Meanwhile, the field engineer should carefully measure the volume of muck, so as to determine whether the discharged soil matches the advancement and judge whether or not the over-excavation exist.
In addition, during shield advancement, the field engineering is responsible for the recording of the injection volume and pressure, and adjusts the technical parameters of the grouting mainly in light of the deformation of existing tunnels, so as to the assure the quality of the grouting.
As to other parameters such the sample of muck and the volume of discharged soil, the data are collected by field engineers.
Vol. 3 (2006), P.70 [2] Standard specifications for tunneling-2006: shield tunnel, Japan society of civil engineering, August, 2007 [3] B.

Modelling Long-term Bridge Deterioration at Structural Member Level Using Artificial Intelligence Techniques Jaeho Lee1,a, Hong Guan1,b, Yew-Chaye Loo2,c , Michael Blumenstein2,d and Wang Xin-ping3,e 1Centre for Infrastructure and Engineering Management (CIEM), Gold Coast Campus, Griffith University, QLD 4222, Australia 2Science, Environment, Engineering & Technology, Griffith University, QLD 4222, Australia 3School of Civil Engineering, Shandong Jianzhu University, Jinan 250014, China aj.lee@griffith.edu.au, bh.guan@griffith.edu.au, cy.loo@griffith.edu.au, dm.blumenstein@griffith.edu.au, e jywxp@sdjzu.edu.cn Keywords: Bridge Asset Management, Bridge Management System (BMS), Bridge Deterioration, maintenance, repair and rehabilitation (MR&R), Artificial Intelligence (AI), Backward Prediction Model (BPM) Abstract.
Journal of Transportation Engineering, 121(3), 267-272
Computing in Civil and Building Engineering, 1363-1370
"Improving reliability of Bridge deterioration model using generated missing condition ratings." 3rd International Conference on Construction Engineering and Management (ICCEM), Jeju, S.

BIM Technologies in Ukraine: State and Development Prospects SURIANINOV Mykola1,a*, KIRICHENKO Dariya1,b, CHUCHMAI Oleksandr1,c and STASHENKO Mikhail1,d 1Odesa State Academy of Civil Engineering and Architecture, Didrihsona str., 4, 65029, Odesa, Ukraine аsng@odaba.edu.ua, bdkirichenko@odaba.edu.ua, cchuchmai_a@odaba.edu.ua, darchdepo7@gmail.com Keywords: BIM technologies, CAD, regulatory framework, government support, problems, information model Abstract.
The introduction of BIM design into the process of higher education in Ukraine is just beginning, especially in the field of engineering network design.
The need for constant communication in the architect-designer-engineer connection and continuous updating of a single BIM model.
Liston, BIM Handbook: A Guide to Building Information Modeling for Owners, Managers, Designers, Engineers and Contractors, John Wiley & Sons, Inc., New York City, 2008
Nedashkovsky, BIM technologies in engineering network design.

Application of 3d Time Domain Method for Seismic Soil-Structure Interaction Analysis of Spatial Grid Structure Haishan Li1,a, and Yang Ding2 1,2 School of Civil Engineering, Tianjin University, Tianjin, China 1College of Architecture Engineering and Mechanics Yanshan University, Qinhuangdao, China afeiyingli@sina.com Keywords: Spatial Grid Structure, Soil-Structure Interaction, Viscous-Spring Artificial Boundary Element, Size Effect, Time Domain Abstract.
Therefore, it is suggested that SSI influence should be taken into account in engineering design of spatial grid structure.
[8] Xiaoming Yuan, Rui Sun, Jing Sun, Shangjiu Meng, Zhaoji Shi, “Laboratory experimental study on dynamic shear modulus ratio and damping ratio of soil,” Seismic engineering and engineering vibration, vol 20, pp. 133-139, December 2000
“Axisymmetric time-domain transmitting boundaries,” Journal of Engineering Mechanics, 120(1), pp. 25-42, 1994
L., “Finite dynamic model for infinite media,” Journal of the Engineering Mechanics Division of the ASCE, 95(4), pp. 859-877, 1969

Top-down Excavation of a Metro Station in Soft Clay Ye Lu1, a and Yong Tan2,b 1Department of Civil Engineering, Shanghai University, 149 Yanchang Road, Shanghai 200072, China 2Department of Geotechnical Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China aye.lu@shu.edu.cn, btanyong21th@tongji.edu.cn Keywords: Top-down excavation, deflection, settlements, soft clay, building Abstract.
State-of-the-art-report, Proceedings of 7th International Conference of Soil Mechanics and Foundation Engineering, p. 225-281. (1969) [2] M.
Long: Database for retaining wall and ground movements due to deep excavations, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(3), p. 203-224. (2001) [3] Y.
Wei: Observed behaviors of a long and deep excavation constructed by cut-and-cover technique in Shanghai soft clay, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, in press. (2011)

Study on the elasto-plastic constitutive model of geotechnical materials of typical landslide of levee slope in Nanning Rongyong Ma1,a Siqi Dai2,a Li Song1,a 1Institute of Civil Engineering, Guangxi University, Nanning, 530004 2Zhu Wei hydraulic design and Research Institute,Nanning,530007 amry57@gxu.edu.cn Keywords: Levee slope; Typical landslide; Geotechnical materials; Elastoplastic constitutive model Abstract.
Study on mechanical properties of geotechnical materials to give full play to the strength of the material, improve the design level, has the extremely vital significance to reduce the construction costs of urban levees, that also provide some valuable reference on the design of urban levee slope engineering and the treatment of landslide.
Now commonly used in engineering is elliptic that cambridge model proposed, this form of yield condition generally consider that the model is the isotropic hardening model, but the actual soil may not be fully isotropic hardening, so the yield conditionis obtained by experiments not completely isotropic hardening, Such as different elliptical yield surface shows that ratio of long axis and short axis of the ellipses will be different.
Fig.4 The computational curves and experimental curves with σ3 = 400 kPa You can see the calculative value is consistent with the test results, that shows elastoplastic constitutive model that established in article can simulate softening and dilatancy characteristics of the typical flood embankment bank slope geotechnical material in Nanning, which can be used for engineering calculation and analysis.flood embankment bank slope geotechnical material typical Conclusions (1) The article refers to view part, which proposed in generalized plastic mechanics for normally consolidated general relationship between stress and strain in the double yield surface model.
Acknowledgements This work was financially supported by the Project of National Natural Science Foundation of China (Grant No.51369005) and the Systemic Research of Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, Nanning , China (Grant No.2013ZDX04).

Xinc Architecture and Civil Engineering Department, North China University of Technology, Beijing, China, 100144 assg918@163.com, b19890825502hyy@sina.com, xxp55555@126.com Keywords: Dump; Slope stability; Sliding surface; Critical sliding field Abstract.
October 2009 the waste dump load shedding design was carried by MCC Northern Engineering & Technology Co., Ltd.
Load Shedding Design The design which was carried out by MCC Northern Engineering & Technology Co., Ltd., after the first phase of the project dump height had reduced by about 30-50m, which was effectively reducing the loadings. the consolidation situation of the exposed waste rock showed that the abandoned property has been basically formed a relatively hard rock, after the first phase of excavation some of the newly exposed slopes were approximate 90 º, after the rainy season of 2012 they were still not collapse, which indicating that after years of consolidation, the strength of gravel soil had become much closer to rock, it would play an important role on the security of the whole waste dump. while taking into account the current dumping ground portion platform width was relatively large, the slope was about 13 º from base of slope to the highest point of connection dump slope, which showed that the overall slope angle was relatively slow, so once the front edge of dump slope stability
Considering the important engineering facilities located on lower part of the dump, we must ensure that even under the conditions which extreme weather and earthquakes occur simultaneously the Dump can still keep stable basically.
[4] The People's Republic of China national standard.GB50021-2001 geotechnical engineering [S].Beijing: China Building Industry Press, 2002

Now commonly used in the engineering field numerical simulation method are: the finite element method, boundary element method, discrete element method and finite difference method, among them,finite element method is the most widely used.
Therefore, the ANSYS finite element thermal analysis software is widely used in aerospace, civil construction, machinery, energy, transportation, electronics related aspects, such as biology, medicine, teaching and research. 1 The basic principle of thermal analysis of ansys 1.1 The finite element analysis Theory of finite element analysis has been 100 years of history, it is the foundation of a suspension bridge and the steam boiler assessment in hand .
Thermal analysis plays an important role in many engineering applications, such as internal combustion engines, heat exchanger, electronic components, etc. 1.21 The steady state thermal analysis Thermal analysis follows the first law of thermodynamics, the steady state heat balance can be expressed as: the energy input - output energy = 0.
Journal of China engineering science, 2013:15 (1) : 28-33 [6] ShangFuMin Zhang Yong.
Journal of changchun college of engineering,2004:18-20.

The Conventional Triaxial Compressive Test Of Plain Reactive Powder Concrete XiaoFei Wang , YangPing Wang School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China wxf.225@163.com, 121392147@qq.com Keywords: Plain reactive power concrete, Conventional triaxial test, Peak strength, Peak strain, Elastic modulus, Poisson ratio, Failure modes.
It gets the rapid development and application[5] in the high speed railway, mining, bridges, water conservancy, nuclear industry, military protection engineering and other fields because of its excellent characteristics at mechanical properties, small energy consumption and low pollution.
So we can obtain the concrete that have the largest compactness, bigger bearing capacity and better durability to meet the need of engineering structure under the bad condition of long span, overloading and severe environment .
After placed these cylinder specimens 3 years at the indoor environment later, we did the conventional triaxial tests in China University of Mining and Technology (Beijing) State Key Laboratory for geomechanics and deep underground engineering laboratory. 2.4 Test Method the conventional triaxial tests have been done on the testing machine named XTRO1.Loading paths: tests about plain RPC specimens had 4 different confining pressures at 0MPa, 25 MPa, 50 MPa and 75 MPa.
DeJian LI from China University of Mining and Technology (Beijing) State Key Laboratory for geomechanics and deep underground engineering laboratory, they provided large help in the test process.