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Study on Dynamic Response and Blasting Vibration Monitoring of Small-Distance Tunnels Zhengguo Zhu1,a, Minglei Sun1,a, Yongquan Zhu1,a, Xingliang Sun1,a, 1School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China amyztx@163.com Keywords: Small-Distance Tunnels, Dynamic Response, Vibration, Monitoring Measurement Abstract.
Not only is the result fit for the metro tunnel, but it can be as reference for similar engineering.
Not only is the result fit for the metro tunnel, but it can be as reference for similar engineering.
Yao: Chinese Journal of Rock Mechanics and Engineering, Vol. 25 (2006) No.3, p. 572-577 (in Chinese)
Xu: Chinese Journal of Rock Mechanics and Engineering, Vol. 25 (2006) No.3, p. 572-577 (in Chinese)

Babalola3,d 1Department of Civil Engineering, University of KwaZulu-Natal, Durban, South Africa 2Department of Civil Engineering, Covenant University, Ota, Nigeria 3Faculty of Civil Engineering, Ton Duc Thang University, Ho Chi Minh City, Viet Nam apaul.awoyera@covenantuniversity.edu.ng, bOlalusiO@ukzn.ac.za, cdavebabz64@gmail.com, dbabalolaolusolaemmanuel.st@tdtu.edu.vn Keywords: Waste Management; Recycling and Reuse; Paper Wastes; Ceramics; Building Mortar Abstract.
[3] European Commission, New bamboo engineered biomaterial sustainable building components, (2016). http://europa.eu/geninfo/query/resultaction.jsp?
Annals of Faculty Engineering Hunedoara, Int.
Journal of Civil Engineering and Management, 15(2) (2009) 149-157
Civil and Environmental Research, 6(7), (2014) 160-167

References [1] Bjerager P, Krenk S: Journal of Engineering Mechanics, ASCE(1989)
[2] Hohenbichler M, Rackwitz : submitted to Civil Engneering Systems (1986)
[3] Bjerager P, Krenk S: submitted to Journal of Engineering Mechanics (1989)
[6] Yimin Zhang, Liu Q L: submitted to Proceedings of the Institution of Mechanical Engineers, Part D, Journal of Automobile Engineering (2002)
[11] Zhang YM, He XD, Liu QL, Wen BC and Zheng JX: submitted to Proceedings of the Institution of Mechanical Engineers, Part D, Journal of Automobile Engineering (2005)

At present, the technology of the safety monitoring of bridges is becoming a hotspot in both academic and engineering field.
Introduction The bridges are huge civil infrastructure which require enormous investment but can service long, therefore the security of their usage could play a significant role in state economy.

Introduction The dynamic mechanical responses of concrete like materials, components and structures have been being a hot engineering issue due to their wide applications in the civil, military and nuclear industry domains.
Moreover this misunderstanding may lead to risky engineering design.
Wen, et al, International Journal of Impact Engineering, 32 (2005) 224-284
Zhang, et al, International Journal of Impact Engineering, 49 (2012) 91-102
Chen, International Journal of Impact Engineering, 34 (2007) 405-411

Rd., Wufong District, Taichung, 41349, Taiwan 2 Department of Civil Engineering, National Cheng Kung University, No.1 University Rd., Tainan, 70407, Taiwan a phtsai@cyut.edu.tw, b tonyni@mail.ncku.edu.tw Keywords: cement-stabilized soil, resonant column test, shears modulus, damping ratio.
Mixing soft soil with cement can be a method to improve the engineering properties of soft soil.
P. (1994): High strain dynamic modulus and damping of chemically grouted sand, Soil Dynamics and Earthquake Engineering, 13, 131–138
D. (1979): Engineering characteristic of Taipei silt, Proceedings of 6th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Singapore
D., Cabrillac, R. and Gouvenot, D. (2004): Shear modulus and damping ratio of grouted sand, Soil Dynamics and Earthquake Engineering, 24, 461–471

It is shown by engineering examples that these Algorithms are effective, but its computational workload is enormous.
In engineering example of the meandering resonator, it is shown that Direct Solution Algorithm proposed here is very effective to design synthesis of MEMS.
DETC'98, 1998 ASME Design Engineering Technical Conferences, Atlanta.
[10] Narayanan, S. , Azarm, S., On Improving Multi-objective Genetic Algorithms for Design Optimization, Structural Optimization, Vol.18, pp.146-155. （1999） [11] Chen, S., Design & optimization of truss with expected deformed shape, China civil engineering journal, Vol . 20 No. 2 , p 1-9 . （1987） [12] Chen, S., Ye, S, A Guide-weight Criterion Method for The Optimum Design of Antenna Structures, Engineering Optimization, Vol.10, No.3, P.199-127，（1987）
Analysis, Synthesis and Optimization of Engineering Structural Systems (In Chinese).

The project host is led by Shanghai construction co., ltd., Shanghai engineering company, Shanghai installation engineering co., ltd and Shanghai municipal engineering design institute quartet consortium consisting of the project company.
The BT project mainly include mechanical and electrical equipment engineering and civil engineering, investment about 1.56 billion yuan.
Journal of Engineering Management, 2010,24(5)：473-478.
China municipal engineering, 2007(Z1):8-9.
China Harbour Engineering, 2008(5):67-73.

Proceedings of the Seventeenth International Offshore and Polar Engineering Conference, Lisbon, Portugal, 2007, 3623-3629
The Ocean Engineering, 2004, 22(2): 26-30.
The Ocean Engineering, 2003, 21(4): 53-60.
Proceedings of the Institution of Civil Engineers: Water and Maritime Engineering, 2002, 154(3): 159 -168
Water Wave Mechanics for Engineers and Scientists[M].

Prediction on ground surface settlement caused by subway shield construction in Xi'an Rongdi Liu1, a, Jianguo Zheng2,b, Kai Zhang3,c and Zhiyuan Li4,d 1,3Department of Civil Engineering, Xi'an University of Architecture&Technology, China 2China JK Institute of Engineering Investigation and Design, China 4Zhengzhou Light Metals Research Institute Of CHALCO, China a15720084@qq.com, blrd1986@sohu.com, c353191645 @qq.com, d285339752@qq.com Keywords: Subway construction, Shield, Ground surface settlement, Peck formula, Modified stiffness approach.
It will endanger the surrounding buildings and its foundation and underground pipelines when the ground displacement and deformation exceeds a certain limit, and causes a series of geotechnical environmental engineering problems.
Ground loss rate is mainly related to engineering geology, hydrogeology case, tunnel construction method, the technical level of construction and engineering management experience and other factors (Burland, 2001) [3], so the value of this parameter depends on the experience of different regions.
The settlement trough curve obtained by the prediction formula can reflect the variation of the surface settlement more truely, and it has a certain reference value and engineering significance.
Geotechnical Engineering: meeting society needs.Proc. of the fourth Southeast Asian geotechnical conf. held Hong Kong.