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The Study of Construction Countermeasures about Subway Tunnel Passes through High Fill Geological Area of Crushed Rock Soil Linqing-Huang1, a, Tongqing-Wu1,b and Zhigang-Qi1,c 1 School of Civil Engineering and Architecture, Chongqing University of Science&Technology, P.R.China a hlinqing@126.com, b wutongq@163.com, c qikin@sina.com Keywords: shallow buried tunnel; ground surface settlement; high fill; crushed rock soil; construction countermeasures.
Introduction As the construction of urban subway is booming, the subway tunnel running through or near the buildings has become a common engineering issue.
[3] Zhi-Wang,Shouji-Du,et.al, Analysis of Construction Settlement of Shallow Railway Tunnel under Crossing the Highway[J].Chinese Journal of Underground Space and Engineering, 2009,Vol.5(3):531-535
Chinese Journal of Underground Space and Engineering, 2007,3(4):758-764
[9] Tianming-Wang.Research on the Scheme for Construc tion of Large Span Three-arch Tunnel Underpass Building [J].Journal of railway engineering society,2008.10:28-31 [10] Jihong-Bi,Yudung-Du,Bin-Chang.The finite element analysis of the construction of the shallow embedded adjacent double tunnels in soft soil[J].Special Structures,2007, 24(3):102-105.

Behavior Factor of Dual Systems with BRBs and Semi-Rigid Connections Francesca Barbagallo1,a, Melina Bosco1,b, Edoardo Michele Marino1,c* and Pier Paolo Rossi1,d 1Department of Civil Engineering and Architecture, University of Catania, Via S.
Wu, Seismic design and testing of buckling-restrained braces with a thin profile, Earthquake Engineering and Structural Dynamics. 45 (2016) 339-358
Journal of Earthquake Engineering, 12 (2008) 1246-1266
Marino, A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8, Earthquake Engineering and Structural Dynamics. 43 (2014) 97-18
Pacific Earthquake Engineering Research Center, University of California, Berkeley, (2007)

Supported by engineering calculations according to the current codes.
Department of Civil & Geological Engineering.
Journal of Structural Engineering, 34(5) (2008) 792–800
Composites Part B: Engineering, 40(2) (2009) 95–106
Electronic Journal of Structural Engineering (10). (2010)

The figure shows a set of information subsystems ES: - command subsystem (SC), which includes the following commands: database management (PMO), knowledge management (UBZ), departments of the machinery of the findings (UPS), management interface (MI); - database subsystems (DB) storing the data of luminescent spectra of the protective sign; - subsystems of knowledge bases (BZ), storing information about methods and algorithms of identification; - subsystem of machine outputs (MV), making calculations in accordance with the algorithms of the BZ; - interface experts and engineers knowledge, allowing to carry out seeding, FP and MV; - interfaces ensuring the fulfilment of the tasks of the users of ES.
User interface User interface пользователя СК EDB UES Spectrum МВ Expert+ knowledge engineer interface DB ES Figure 3 Generalized structure of the expert system A significant role in the establishment of the company EHS quality control of nanocrystalline protective marks plays the achieved level of organizational preparation.
The expert system is a hardware-software complex, which includes: a small-sized optical fiber spectrometer USB4000, a computer with a software product that allows the work of one automated workplace engineer (specialist) in knowledge and at the same time an expert.
When performing the tasks of the expert system remotely, the database of tasks to be solved, coming from knowledge engineers and experts, is in a single replicated repository.
Miroshnikov // Achievements and problems of material science and modernization of construction industry: materials XV Academic readings RAASN, Moscow, April 14-17, 2010. - Kazan: Kazan state University of architecture and civil engineering, 2010. - Part 2. - P. 108-112

Research Status and Prospect of Heavy Oil Recovery Technology Yi Zhao1,a, Deyin Zhao1,b,Rongqiang Zhong1,c, Lirong Yao1,d, Keke Li2 ,e* 1Sinopec Northwest Oil Field Company, Wulumuqi city, China 2School of Civil and Engineering, Northeast Petroleum University, Daqing 163318, China azhaoyi001.xbsj@sinopec.com, bzdyjoe@126.com, czhongrq.xbsj@sinopec.com, d2311400080@qq.com, eyaolr.xbsj@sinopec.com Keywords: Heavy oil recovery; recovery facto; rcold recovery; thermal recovery; review Abstract.
The average yield increase rate could reach 24.8%.Due to the complexity of the technology itself, the technology is still in the stage of experimental research and has not been applied in large-scale industrialization[21]. 3 Conclusion Any kind of oil production technology has certain adaptability and limitation, which requires petroleum engineers to combine closely with other disciplines, such as petroleum geology, reservoir engineering, etc., fully consider various factors, and select the most appropriate method for different conditions to achieve the purpose of EOR
[7] Xiong Biao, heavy oil recovery technology and prospect [J], chemical engineering equipment, 2016.02:169-171
System engineering theory and practice, 2014,34 (2): 538-544
Research and analysis of thermal oil recovery engineering technology [J].

Dynamic Load Coefficient of Tyre Forces from Truck Axles Rosnawati Buhari1,a, Munzilah Md Rohani.2,b and Mohd Ezree Abdullah3,c 1,2,3 JKIG, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, 86400, Parit Raja, Batau Pahat, Johor, Malaysia, arosna@uthm.edu.my. bmunzilah@uthm.edu.my, cezree@uthm.edu.my Keywords: Dynamic load coefficient, quarter truck, vehicle loading variation, road profile, suspension stiffness, damping stiffness.
[15] Sun L., and Kennedy TW., “Spectral analysis and parametric study of stochastic pavement loads,” Journal of Engineering Mechanic, vol. 128, 2002, pp. 318-327
C., “Tyres, suspension and handling,” Society of Automotive Engineers, Warrendale, PA, 1996
Sys., Canadian Society for Mechanical Engineering, Hamilton, Ontario, Canada, 1996, [24] Sun L and Luo F., “Nonstationary dynamic pavement loads generated by vehicles travelling at varying speed,” Journal of Transportation Engineering, ASCE, 2007
[26] Collop A.C., “Effect of traffic and temperature on flexible pavement wear,” PhD thesis, Cambridge University Engineering Department, Cambridge UK, 1994

Biomedical Physics & Engineering Express, 6(5), 055021
In IOP Conference Series: Materials Science and Engineering.
Journal of Civil Structural Health Monitoring, 5(3), 337-352
Journal of Nanotechnology in Engineering and Medicine, 6(3).
Medical & biological engineering & computing, 52(5), 439-447

Adams*1,4,f 1Department of Petroleum Chemistry, American University of Nigeria, Yola, Nigeria 2Department of Chemical Engineering, Nnamdi Azikwe University, Akwa, Nigeria 3Department of Chemical Engineering, Federal Polytechnic, Mubi, Adamawa State, Nigeria 4School of Mining, Chemical and Metallurgy Engineering, University of Johannesburg, Doornfontein, Johannesburg, South Africa.
Sanitary Engineering Section, Department of Water Management, Faculty of Civil Engineering, Delft University of Technology
International Journal of Chemical Engineering. https://doi.org/10.1155/2014/347912 [14] Sulastri S, Kristianingrum S., (2007).
Chemical Engineering Journal, 368, 474–494. https://doi.org/10.1016/j.cej.2019.02.075 [19] Mauter, M.

The promulgation of these codes and standards fill the field blank of wooden structure and provide reliable technical support and theoretical basis for engineers and technicians.
Because the development of wooden structure has been broken down for several years, in Chinese higher engineering education, wooden structure related courses have not been included in the basic teaching plan.
First of all, start from the higher engineering education to train high quality wooden architectural professional and technical personnel.
References [1] Civil Engineering Structure Group from Tsinghua University, Southwest Jiaotong University, Beijing Jiaotong University.
Structural Engineers, No.1, p.1-10. (2004) [16] Zhang Qingping, Chen Jun.

Recurrence Plot and Recurrence Quantification of the Dynamic Properties of Cross-Shaped Laminated Energy Harvester HARRIS Peter1,a, LITAK Grzegorz2,3, b *, IWANIEC Joanna4,c, BOWEN Christopher R.1,d 1Department of Mechanical Engineering, University of Bath, Bath BA2 7AY, UK 2AGH University of Science and Technology, Faculty of Mechanical Engineering and Robotics, Department of Process Control, Mickiewicz Alley 30, 30-059 Krakow, Poland 3Lublin University of Technology, Faculty of Mechanical Engineering, Nadbystrzycka 36, 20-618 Lublin, Poland 4 AGH University of Science and Technology, Faculty of Mechanical Engineering and Robotics, Department of Robotics and Mechatronics, Mickiewicz Alley 30, 30-059 Krakow, Poland ap.j.harris@bath.ac.uk, bg.litak@pollub.pl, cjiwaniec@agh.edu.pl, dc.r.bowen@bath.ac.uk * corresponding author Keywords: energy harvesting, bistable laminated plate, cross-shaped laminated plate, recurrence plots, RQA analysis.
The research leading to these results has received funding from the European Research Council under the European Union's Seventh Framework Programme (FP/2007-2013) / ERC Grant Agreement no. 320963 on Novel Energy Materials, Engineering Science and Integrated Systems (NEMESIS).
Naprstek, Stochastic Resonance – Challenges to Engineering Dynamics, in B.H.V.
Kurths (Eds.), Computation Technology Reviews, vol. 12, Civil-Comp Ltd.