Search results

Rock Mass Classification Using Electrical Resistivity- an Analytical Study Jun-Su Choi1,a, Hee-Hwan Ryu1,b, In-Mo Lee 2,c and Gye-Chun Cho1,d 1 Dept. of Civil and Environ.
Eng., Korea Advanced Institute of Science and Technology(KAIST) 373-1 Guseong-dong, Yuseong-gu, Daejeon 305-701, Korea 2 Dept. of Civil and Environ.
The Q-system is commonly used as a representative rock mass classification system in modern rock engineering.
Geol: Engineering Rock Mass Classifications (John Wiley & Son, Canada 1989) [2] N.
Park: Journal of Construction Management and Engineering(1996), No. 547, p. 117~126 [4] Y.

Rectangular stress-block parameters for bending design of reinforced UHTCC beam Xiufang Zhang1, a, Shilang Xu2, b 1Department of Civil Engineering, Dalian University of Technology, Dalian, P.
China 2College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, P.
China Civil Engineering Journal, Vol. 42, No. 12, (2009), p. 16
ASCE Journal of Materials in Civil Engineering, Vol. 6, No. 4, (1994), p. 513
ASCE Journal of Materials in Civil Engineering, Vol. 22, No. 10, (2010), p. 1067.

The electromagnetic protection technology applications in mine emergency communications command engineering has become a security study for the mine problem in the proper meaning.
ZigBee provides highly reliable security services from a secure password construction to information transmission to frame protection as well as information equipment manage security settings services in the communication process, which made all kinds of ZigBee device security policy effectively implemented, so that it can better play its role and strength under mine crisis conditions to transmit information with ground dispatch command center and underground when danger happens and do better "civil defense" to maximize the protection of people's life safety.
For unknown catastrophic conditions and heavier disaster scene where, use SDR wireless technology to gradually extend communication engineering.
Chapter Two The application of electromagnetic protection technology in mine emergency communication command engineering 2.1 Electromagnetic protection shielding technology application Electromagnetic shielding protection technology is widely used in industrial production.
Communications engineering technology is gradually developed from the original basic communications connection to integrated information systems and is more efficiently gaining and delivering disaster information.

Baritiu Street, no. 26-28, Cluj-Napoca, Romania 2 Technical University of Cluj-Napoca, Department of Civil Engineering, Gh.
Vibration suppression is a major problem in various domains, with applications ranging from medical devices to aerospace engineering.
Yaman: Proceedings of the 2nd International Conference of Engineering Against Fracture (2011) [9] C.M.A.
Pouliezos: Open Journal of Civil Engineering Vol. 2 (2012), p. 106 [11] N.

Osadebe2 1Civil Engineering Department, University of Benin, Benin City, Nigeria. 2 Civil Engineering Department, University of Nigeria, Nsukka, Nigeria.
Symp. in Civil Eng., Budapest (1998)
Civil Eng., 12 (2000) 205 – 211
Jackson, Civil eng.

As for civil aircrafts typically, they have long fuselage and wide wing span.
With the rapid development of the active control technology, the stall/load-factor protection system has been applied in civil aircraft popularly.
Based on the development of modern FBW control system [4,5], the side sticks control has been used broadly in civil aircrafts and is preferred by airplane manufactures like Airbus and COMAC China.
However, it is not considered enough for the civil aircraft.
Fig. 6 Control flow of the pitch angle limiter Test work Test work of the control framework presented herein was conducted on the real-time aircraft simulation station in Department of Mechanics and Engineering Science in Fudan University, as in Fig.8.

References [1] J.M.W Brownjohn, Structural health monitoring of civil infrastructure, Phil.
Liu, Review paper: health monitoring of civil infrastructure, Structural Health Monitoring 2 (2003) 257–267
Villalba, A Review of Distributed Optical Fiber Sensors for Civil Engineering Applications, Sensors 16 (2016) 748-783 [13] A.
Maddaluno, Development and Some Investigative Testing of Smart Structural FRP Devices with Embedded Fiber Optic Sensor for Health Monitoring of Civil Structures, Advances in Structural Engineering 13 (2010) 905-925

The Efficient Applicability of Highway Alignment Optimization Models Xiao-yu Sun 1, a , Zhen-qing Wang 1, b , Hong-tao Xing, Tong Yong-heng 1 College of Aerospace and Civil Engineering of Harbin Engineering University, Harbin, Heilongjiang, P.
The total engineering geology approach is applied to a roadway pilot project in the tidal deposits of the Western Netherlands.Its benefit as compared to the conventional geotechnical site investigation is demonstrated.Combining laser scanner altimetry data that is readily available to low cost GEM-2 electromagnetic surveys, allows for the refinement of the local geological model.

Soil Dynamics and Earthquake Engineering,2001 [2] Hirokazu Takemity, Shuhei Satonaka and wei-Ping xie.
Journal of Geotechnical and Geoenvironmental Engineering.2002 [7] Li D.
Journal of Geotechnical Engineering, 2006 [9] Zhong Hui-hong, Tang Kang-min, Huang Mao-song.
Associate Professor, Vice-dean,College of Civil Engineering Huangshi Institute of Technolgy, Specialized on geotechnical techniques and roadbed engineering.
Address: College of civil engineering, Huangshi Institute of Technology, Hubei 435003 Email:jian_yuan8888@sohu.com Tel:13545505177 Fax number:0714-6358704

Bearing Capacity of Suction Caisson for Offshore Floating Wind Turbine Xiubin Gong1, a, Qinglai Fan1,b , Wuke2,c 1School of Civil Engineering, Ludong University, Yantai, Shandong, 264025, China 2 Geotechnical and Structural Engineering Research Institute, Shandong University, Jinan, Shandong, 250000, China agongxiubin@yahoo.com.cn, bluanxnmail@163.com,c wuke@sdu.edu.cn Key words: Suction caisson, Finite element analysis, Bearing capacity, Soft foundation Abstract.
Acknowledgement This work was financially supported by the Shandong Natural Science Foundation (ZR2010EQ036) and the Open Foundation of State Key Laboratory for GeoMechanics and Deep Underground Engineering in China University of Mining & Technology (SKLGDUEK0910).
[3] Maotian Luan, Chongpan Jin, Gao Lin: Chinese Journal of Geotechnical Engineering Vol. 10(4) (1988), p. 14-27
[8] Ke Wu, Maotian Luan, Qinglai Fan, Zhiyun Wang: Engineering Mechanics Vol. 25(11) (2008), p. 156-161
[9] Qinglai Fan, Maotian Luan: China Civil Engineering Journal Vol. 43(4) (2010), p. 113-118