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Groundwater Seepage Mapping using Electrical Resistivity Imaging Mohd Hazreek Zainal Abidin1, Mohamad Faizal Tajul Baharuddin2, Mohd Hafiz Zawawi3, Nor’aishah Md Ali4, Aziman Madun5, Saiful Azhar Ahmad Tajudin6 1,5,6Department of Infrastructure and Geomatic Engineering Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor MALAYSIA. 2Department of Water and Environmental Engineering Universiti Tun Hussein Onn Malaysia, 86400 Batu Pahat, Johor MALAYSIA. 3Department of Civil Engineering Universiti Tenaga Nasional, 43000 Kajang, Selangor MALAYSIA 4Geotechnical Department Kumpulan IKRAM Sdn Bhd, 43000 Kajang, Selangor MALAYSIA ahazreek@uthm.edu.my, bmdfaizal@uthm.edu.my, cMHafiz@uniten.edu.myc, dnaishah@ikram.com.my, eaziman@uthm.edu.my, fsaifulaz@uthm.edu.my Keywords: Electrical Resistivity, Groundwater Seepage, 2-D and 3-D Subsurface Image Abstract.
Water samples taken were analyzed in the Environmental Engineering Laboratory at Faculty of Civil and Environmental Engineering Universiti Tun Hussein Onn Malaysia using Atomic Absorption Spectroscopy (AAS) and Ion Chromatography (IC).
De Bacco: Geophysical characterisation of a rockslide in an alpine region, Engineering Geology, 83, (2006): 273-286
King: Applied Geophysics for Geologist and Engineers The Element of Geophysical Prospecting, Pergamon Press, Oxford (1981)
Ha: Application of electrical resistivity imaging techniques to civil and environmental problems, Use of Geophysical Methods in Construction (2000)

Study on the Static Load Test of Bridge Inspection Fang Tian1, a, Guangming Xu2, b 1College of Construction Engineering, Jilin University, Changchun, China 2College of Construction Engineering, Jilin University, Changchun, China a 351499634@qq.com,b 578889414@qq.com Keywords: bridges, detection technology, static load test Abstract.
Article to changbai mountain international tourism resort no.2 bridge as the engineering example, the finite element model was established based on Midas Civil 2012, the bridge for the concrete-filled main span concrete arc bridge, arch rib, collar beam element is adopted to improve the simulation of rigid boom USES only the tension unit was simulated, the finite element model (see below) Engineering Situation Changbai mountain international tourism resort mains pan no.2 bridge structure under the action of automobile loading is steam - 20 of the deflection and bending moment envelope enveloped as shown in figure, respectively Main span under steam - 20 load bending envelope Main span vertical deflection under steam - 20 load envelope Project Summary Changbai mountain international tourism resort is located in no.2 bridge baishan FuSongXian SongJiangHe north of town.

Solidworks software has used by many domains, such as mechanics, architect, electronics engineers, civil engineering, and light industry [4, 5].
An engineering design knowledge reuse methodology using process modelling.
Research in Engineering Design, Vol. 18 (2013), p. 37.

Analysis on Causes about Concrete Slab Cracks of Residential Projects and Research on Control Measures Liqun Zhang1, a, Yongfeng Xu1,b and Ruijun Li1,c 1Hebei Institute of Architecture and Civil Engineering, Zhangjiakou, Hebei, China, 075024 azhanliqun5133@163.com, bhh-0002@163.com, cliruijun110@163.com Keywords: Casting floor, Control of Cracks, Concrete, Formwork, reinforced bar, Construction Management.
Causes in reinforced bar engineering.
Causes in concrete engineering.
Reinforcing bar engineering.
Concrete engineering.

Technology of Preventing the Metro Tunnel Disaster Caused by Overhead Excavation in Underground Space Chen Liu 1,a, Jichao Zhang 1,b ,Keyi Wang 1,c 1 School of Civil Engineering, Guangzhou University, Guangzhou, China, 510006 aemail:981022450@qq.com, bemail:zhangjichao1956@126.com, cemail: wangke0387@sina.com Keywords: Metro tunnel; Excavation engineering; Time and Space Effect; Uplift Pile; Underground space; Protection measure Abstract.
Rapid urbanization process brings large-scale excavation engineering and subway tunnel in city.
Engineering Situation[5~7] A large underground building would be built to the north of Jinsui Road, Zhu Jiang New Town.
References [1] Guobin Liu, Yuanxiong Huang, Xueyuan Hou: submitted to Journal of Rock Mechanics and Engineering(2001, in Chinese) [2] Yu Chen, Dongmei Zhang: submitted to Journal of Underground Space (2004, in Chinese) [3] Dazhao Gao in: Soil mechanics and foundation engineering, edtied by Beijing: China Building Materials Industry Press, Beijing, BJ (2005), in Press.
The Existing Structure Type Investigation of Underground Space in Guangzhou [C].Proceedings of the Fifth National Conference on Structural Engineering, No ,2006.

Prediction of water inrush from coal floor based on Fisher discriminant analysis Pinghua Huang1,2, a ,Jiansheng Chen1, b 1College of Civil Engineering, Hohai University , Nanjing, 210098, China 2Institute of Resources & Environment, Henan Univerisity of Science and Technology, Jiaozuo ,454000 ,China ahph2001@hpu.edu.cn, bJSchen@hhu.edu.cn Keywords: water inrush from floor, Prediction of water inrush, discriminant analysis Abstract: Based on the theory of Fisher discriminant analysis, this paper aims to develop the Fisher discriminant function model by using the representative water inrush data from the floor of coal mining face, considering comprehensively the factors that affect the water inrush from coal floor.
The results indicate that this model is a new effective way of predicting the water inrush from floor and can be widely used in the practical engineering because of the low resubstitution error rate and good distinguishing performance.
The result proves that method used in this paper is scientific and reasonal with high predicting accuracy, which can provide a new way to the related engineering from the perspective of the prediction of water inrush from the floor.

Research on Seismic Strengthening Buildings of Concrete Frame Structure XU Bing-jin1,a 1Department of City Construction Engineering,Institute of Guangzhou City Polytechnic，Guangdong Guangzhou ,510405,China) abingjinxu66@163.com Keywords: Reinforced concrete frame structure, Seismic strengthening, CFRP Abstract.
The simulation result shows nice performance in the engineering practice and it has effective application prospect in the future.
The 5th International Conference on FRP Composites in Civil Engineering, 2010

Aji1,e 1 Department of Civil Engineering, Institut Teknologi Sepuluh Nopember, Sukolilo, Surabaya, 60111, Indonesia 2Department of Physics, UNM, Makassar 90223, Indonesia 3Department of Chemistry, Institut Teknologi Sepuluh Nopember, Sukolilo, Surabaya, 60111, Indonesia E-mail: a januarti_je@yahoo.com, btriwulan_marwan @yahoo.com, cjzubayir@yahoo.com, dh.fansuri@chem.its.ac.id, ebayuaji@ce.its.ac.id Keywords: geopolymer, Sidoarjo mud, Lusi, fly ash, lightweight Abstract.
Their great properties under environmental loads have motivated civil engineers to implement more innovative methods.
Kandasamy: Asian Journal Of Civil Engineering Vol. 14-6 (2013), p. 797 [11] K.
Rangan: Civil Engineering Dimension, Vol. 6- 2 (2004), p. 88.

Ultrasonic Welding of Glass Fiber Reinforced PP Thermoplastic Composites: An Investigation of the Outer Layer Orientation and the Fiber Volume Fraction Murtada Abass A Alrubaie1,a* 1Department of Civil and Environmental Engineering, Advanced Structures and Composites Center, University of Maine, Orono, ME, USA aMurtada.alrubaie1@maine.edu Keywords: Ultrasonic welding, laminate, fiber volume fraction, energy director, lap shear stress, Taguchi method, laser shearography, digital imaging, thermoplastic composite Abstract.
This work has a potential of using ultrasonic welding process to join civil infrastructure parts without considering the special requirements and configurations of the energy director.
This research was guided and recommended by Professor Roberto A Lopez-Anido in the department of Civil and Environmental Engineering at the University of Maine, Orono, Maine, USA.
International Journal of Engineering-Transactions C: Aspects, 2014. 28(3): p. 447-453
International Journal of Engineering and Mathematical Sciences, 2012. 1(1): p. 1-7.

Bridge Monitoring Data Analysis based on Apriori Algorithm Ye Qing1, a, Zhan Qiang2,b, Liu Feng3,c and Song Zan 1 College of Electrical and Information Engineering, Changsha University of Science & Technology, China 2The south of wanjiali road Changsha , China 3The south of wanjiali road Changsha , China a yeqing50226@126.com , b13787171791@139.com, c798818260@qq.com Keywords: Apriori algorithm; Bridge monitoring; Data mining.
With the rapid development of transportation, more and more bridges have been built, the problem of bridge health monitoring has became one of the most important thing in civil engineering field of current research.
[10] Lichu Fan, Bridge Engineering, Beijing: People’s Communications Press, 2001