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References [1] Heng MENG: Geotechnical Engineering Technique, 2008, 22(4): 178−181.
(In Chinese) [2] G.R.Dodagouda,G.Venkatachalam: Engineering Geology,1998,49(2): 224−229
[3] R.E.Goodman,D.S.Kieffer: Journal of Geotechnical and Geoenvironmental Engineering. 2000,8:675-684
(In Chinese) [5] Bieniawski Z T: The Civil Engineer in South Africa, 1973, 15(12):335−343
(In Chinese) [7] Dongya Sun, Zuyu Chen, Bohui Du,et al: Chinese Journal of Rock Mechanics and Engineering, 1997,16(4):297−304.

Vibration Analysis of a Cantilevered Beam with Spring Loading at the Tip as a Generic Elastic Structure Mohammad Jafari1,a, Harijono Djojodihardjo2,b*, Kamarul Arifin Ahmad3,c 1 Department of Mechanical and Manufacturing Engineering, Faculty of Engineering, Universiti Putra Malaysia, Malaysia 2,3 Department of Aerospace Engineering, Faculty of Engineering, Universiti Putra Malaysia, Malaysia aal.m.jafari@gmail.com, bharijono@djojodihardjo.com, caekamarul@eng.upm.edu.my Keywords: beam, Euler-Bernoulli theory, plate, Hamilton mechanics, finite element method Abstract.
Introduction Studies of vibrating beams and plates have a wide variety of applications in mechanical engineering, aeronautical and civil structures [1-6].
The present research is carried out as a baseline approach for solving more complex problems in engineering and in the selection and utilization of commercial software.
Laura, Free vibrations of a cantilever beam with a spring–mass system attached to the free end, Ocean Engineering, 28 (2001) 933–939 [6] W.
Kreyszig, Advanced engineering mathematics, 10th ed., John Wiley & Sons, New York 2010 [15] M.

The same is to the engineering systems’ elements made of those materials.
Also, the important issues are the technologies possibilities for the use in the engineering systems’ elements and the new materials perspective applications.
Dhillon, Maintainability, Maintenance, and Reliability for Engineers, Taylor & Francis Group, New York, 2006
Practical Methods for Engineers, Elsevier, London, 2005
Shevchenko, Neural network model for predicting the performance of a transport task, Lecture Notes in Civil Engineering. 130 LNCE (2021) 271-278

Pile samples selection method based on self-organizing maps neural network Sisi Liu1, a, Yunlei Fan1,b 1 College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, Hunan, 410004, China a30849650@qq.com, b11315299@qq.com Keywords: Pile Foundation; Sample Selection; Neural Network; Self-Organizing Maps; Back-Propagation Algorithm Abstract.
Generally, large number of piles engineering samples was needed, in order to build stable, better-performing network[1].
Data in this paper come from 71 groups of engineering samples collected by YongJian Liu in Yangtze River Delta Region[3], which are taken as learning sample of BP network to predict pile’s ultimate capabilities.
They have stable distribution interval in 7 engineering environments indexes.
Conclusions Pile types and engineering environments differences may decide pile samples data cluster distributes in input space.

In-situ Plate Load Tests On the Soilbag Reinforced Expansive Soil Foundation Bai, F.Q.1,a, Liu Sihong2,b, Xu Jianqiang1,c, Liu Xuejiang1,d, Gao Lihong1,e 1HydroChina Huadong Engineering Corporation, No.22 Chao-wang Road, Hangzhou 310014 2College of Water Conservancy and Hydropower Engineering, Hohai University, No.1 Xi-kang Road, Nanjing, 210098, China abaifuqing@163.com, bsihong_hhu@yahoo.com.cn, cxu_jq@ecidi.com, d Liu_xj@ecidi.com, e Gao_lh@ecidi.com Keywords: Expansive soil; South-to-North Water Transfer Project; Soilbag; In-situ plate load test Abstract.
The cost of repairing the damage caused by expansive soils to civil engineering structures per annum is estimated at one billion dollar in China [3,4].
Engineering geological characteristics of expansive soil in China, Engineering Geology.
[6] Sihong Liu, Fuqing Bai, Yisen Wang, Shan Wang, Zhuo Li, Treatment for Expansive Soil Channel Slope with Soilbags, Journal of Aerospace Engineering, published online January 11, 2012, doi:10.1061/(ASCE)AS.1943-5525.0000198
Reinforcement mechanism of soilbags and its applications, Journal of Hydraulic Engineering, No.Supplement (2007) 644-649.

Syafiq Syazwan4,d 1, 4 Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400, Parit Raja, Batu Pahat, Johor, Malaysia. 2 Faculty of Engineering Technology, Universiti Tun Hussein Onn Malaysia, 86400, Parit Raja, Batu Pahat, Johor, Malaysia. 3Faculty of Electrical and Electronic Engineering, Universiti Tun Hussein Onn Malaysia, 86400, Parit Raja, Batu Pahat, Johor, Malaysia.
Table 2: Third Model Detail and Description Product Name MerDuct Tire Rubber Width 15 cm Battery 9 VDC 12 VDC Length 15 cm Controller Joystick Height 20 cm Board Sk40C Board SKPS L 298D Motor Driver Material Base- Steel Plastic Accessories Wireless Camera Wireless Camera Router Transmitter Receiver Monitor Motor 185 RPM Sensor - Case Study: Building Services Laboratory Faculty of Engineering Technology.
The building previously was under Faculty of Civil and Environmental Engineering (FKAAS), UTHM before take over by the Faculty of Engineering Technology (FTK), UTHM in early 2013.
Effectiveness of Duct Cleaning Methods on Newly Installed Duct Surfaces , Indoor Air 13 pp 212-222 [7] Sheet Metal and Air Conditioning Contractors National Association( SMACNA) Indoor Air Quality : A System Approach, Third Edition, 1998 [8] American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE 2009), Fundamentals [9] John H.
Kadir , Development of Air Conditional Route Wireless Inspection Robot, (2012), International Symposium on Robotics and Intelligent Sensors 2012 (IRIS 2012), Procedia Engineering 41, pp 874 – 880 [13] Xiao-bo Lai, Hai-shun Wang and Hua-shan Liu (2011), Research on Duct Flow Field Optimisation of a Robot Vacuum Cleaner, International Journal of Advanced Robotic Systems Vol 8, pp 104-112 [14] M.D.

Influence of Bentonite Content on the Static Liquefaction Behavior of Sand Tang Xiaowei1,a, Ma Ling1,b, Simon Dieudonné2,c 1 Institute of Geotechnical Engineering, Dalian University of Technology, Dalian 116024, China 2 Polytech’Clermont - Département Génie Civil, Rue des Meuniers – BP 206 - F 63174 Aubière Cedex , France a tangxw@dlut.edu.cn, b 443197397@qq.com, c simon.dieudonne@gmail.com Keywords: Loose fill slopes, Rainfall, Landslide, Static liquefaction, Bentonite content, Static CU triaxial tests Abstract.
Soil Mechanics in Engineering Practice, Second edition, 108.
Liquefaction Induced by Cyclic Loading, Geotechnical Engineering, Inc.
Journal of Prevention and Mitigation Engineering, 23(1): 114-117. (2003) [9] Zhao Chunhong and Dai Fuchu.
Engineering Geology, 66: 65-78. (2002) [14]Moriwaki H, Inokuchi T, Hattanji T, Sassa K, Ochiai H, Wang G.

Numerical Simulation of Shaking Table Test of Tianjin Transportation Junction Xinliang Jiang1, a, Xinliu Wu1, b 1School of Civil Engineering, Tianjin University, Tianjin, 300072, China ajiangxinliang@126.com, bwxl200320631@yahoo.com.cn Keywords: Shaking table test, Interaction, Numerical simulation, Boundary conditions Abstract.
Earthquake Engineering and Engineering Vibration, Vol.21(2001)(in Chiese)
Journal of Earthquake Engineering and Engineering Vibration, Vol.28(2008)(in Chiese)
Journal of Earthquake Engineering and Engineering Vibration, Vol.32(2012)(in Chiese)
Journal of Earthquake Engineering and Engineering Vibration, Vol.29(2009)(in Chiese)

Wave Attenuation of Interlocking Concrete Unit - V (ICU-V) Ahmad Mustafa Hashim1, a, Nur Diyana Md Noor1, b, Siti Nur Hanis Abdullah1, c 1 Civil Engineering Department, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750 Tronoh, Perak, MALAYSIA.
Hall, Wave Transmission At Submerged Rubblemound Breakwaters, Coastal Engineering Proceedings 1(26), (1998)
Liu, Design of DolosArmour Units, Coastal Engineering Conference, Vol.1, (1993) pp. 1053
Conf. on Coastal Engineering, ASCE, (1996) pp. 3305–3318 [11] M.
Army Corps of Engineers, Coastal Engineering Manual, Washington D.C, USACE, (2003)

Currently, large general finite element analysis softwares, such as ANSYS, ADINA, MARC, MIDAS, ABAQUS, etc, are common on the market.In China, ANSYS software has become the mainstream of civil construction industry structural analysis software.
With the development of information technology, computer has been gradually applied to engineering simulation.
And this is the developing trend of engineering construction.
Han: The prevention and control of concrete engineering crack, China railway publishing house, (2007)
Han: Concrete engineering crack prevention and control, China railway publishing house, (2007) [11] Y.M.