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Time-History Analysis of Seismic Performance of Metro Station by Top-Down Boring with Cast-in-Situ Arch Deyun Ding1, a, Weifeng Wang1, Meiqun Huang1, Xiuren Yang1 and Zongzhen Wu2 1Beijing Urban Engineering Design and Research Institute Co., Ltd., Beijing, 100037, China 2School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China adyding2301@163.com Keywords: Metro station, Seismic performance, Time-history analysis, Three-dimensional finite element, Storey drift angle.
As an important part of the urban lifeline engineering, earthquake-resistance of metro engineering causes great attention [4-5].
Especially after Wenchuan earthquake in 2008, the seismic performance calculation is required in the design of metro engineering.
In this paper, the Dawanglu station is taken as an engineering background to study the seismic performance of metro station by top-down boring with cast-in-situ arch under rare earthquake action (E3).
[3] Jingbo Liu and Bin Li: China Civil Engineering Journal, Vol. 39(6) (2006), p. 106

College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China) Key words: subway station; deep excavation; piles; optimize Abstract: According to the engineering characteristics，the project was divided into four typical operating conditions，the deformation rules of deep foundation pit at subway station in tunneling are studied with the method of FLAC3D numerical simulation，the supporting structures choose by the bored piles and interior support.
Engineering background The station site formation distributed stable, sedimentary rhythm clear, there was no fault structure develops well, no river crossing station.
In addition to the surface buildings, in the west of this station within the range of 30 meters are civil air defense facilities, a total length of 160m, width 45m, depth of about 6m. the east of the station connected with pedestrian street underground shopping mall, the underground shopping malls buried under present surface about 6.50m, width 19.0m, high 4.0m.
Combined with previous experience in engineering, intends to adoptφ800 bored pile + four Phiφ600 inside-pipe-steel support,the maximum wall thickness is 16mm.
Journal of underground space and engineering, 2009, 5 (2): 229 – 335 [4] Wang Xue-lang, Zhu Yan-peng.

Numerical Modelling of Idealized Masonry Samples in 2D with Use of Tensor Scale Jiri Brozovsky1,a* and Jiri Koktan2,b 1-2VSB – Technical University of Ostrava, Faculty of Civil Engineering, L.
However, simple models (based on an assumption of a linear elastic behavior of a material) are still used in an engineering practice.
Šmidtová, Experimental research into the response of masonry segmental barrel vaults to static and dynamic loading, Insights and Innovations in Structural Engineering, Mechanics and Computation - Proceedings of the 6th International Conference on Structural Engineering, Mechanics and Computation (2016) [3] A.
Maroušková, Inelastic material models for numerical analysis of unreinforced comprebed masonry columns, Key Engineering Materials, 677 (2016) 197-202 [4] R.
Kalocova, Modelling and analysis of post-tensioned masonry, Proceedings of the 11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp (2007) [5] J.

The Effect Of Steel Fiber As Additional Reinforcement In The Reinforced Concrete Beam Mustaqqim Abdul Rahim1a, 3a, Zuhayr Md Ghazaly1b, 3b, Muhammad Azizi Azizan 2a, Fazdliel Aswad Ibrahim 2b, Norlia Mohamad Ibrahim1c, 3c, Nur Izzati Mahmud1d 1Department of Civil Engineering, School of Environmental Engineering, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia. 2Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis, 02100 Padang Besar, Perlis, Malaysia. 3Center of Excellence Geopolymer and Green Technology (CEGeoGtech), School of Materials Engineering, Universiti Malaysia Perlis (UniMAP) P.O.
Nowadays, the application of fiber in concrete increase slightly as an engineering material demands.
Steel fibers are initially used to control and also prevent drying shrinkage and plastic while in the concrete.The addition of steel fibers significantly improves many of the engineering properties of mortar and concrete, notably impact strength and toughness.
ACKNOWLEDGMENTS The author wish to acknowledge the support from School of Enviromental Engineering, University Malaysia Perlis and Center of Excellence Geopolymer & Green Technology (CEGeoGTech), School of Materials Engineering, Universiti Malaysia Perlis, Malaysia.
REFERENCES [1] Mustaqqim A.R et.al, 2014, The Behaviours Of Steel Fiber As Main Reinfocement In High Performance Slurry Infiltrated Fiber Reinforced Concerete, Key Engineering Materials Vols. 594-595 pp 34-38

Effect of Curing Age on the Compressive Strength of Petrovege Blocks Johnson O.A 1, a, Madzlan N.2, b and Kamaruddin I.3, c ¹ ² ³ : Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS 31750 Seri Iskandar, Tronoh, Malaysia ajohnsonolufemi02@gmail.com, bmadzlan_napiah@petronas.com.my, cibrakam@petronas.com.my Keywords: Petrovege blocks, Curing age, Density, Compressive strength, Porosity.
As a result, researchers and engineers have developed a sustainable alternative construction material [12], which leads to the production of petrovege block.
Compressive strength is the most common performance measure used by engineer to design building structures [19].
Journal of Civil Engineering Research and Practice, 5 (1): 15-28
“Civil Engineering material”.

Experimental Studies on the Superelastic Properties of SMA Material He Meng1, a, Kun Yang2,b, Sheliang Wang3,c 1School of Civil and Architecture Engineering, Xi’an Technological University, China 2 School of Civil Engineering, Chang’an University, Xi’an 710061,China 3 College of Civil Engineering, Xi’an University of Architecture and Technology, China abtmh8063@sina.com, byangkun8224@sina.com, cwangshel@yahoo.com.cn Keywords: Experimental Studies; Superelastic Properties; SMA; Frequency.
Hence, the paper suggests that this kind of SMA material should be pretreated before being used as engineering material.
Valente: A Finite Element Model for the Simulation of Shape Memory Alloys Based Seismic Protection Devices, Proceedings of The 11th European Conference on Earthquake Engineering, Balkema, Rotterdam,1998 [4] Sheliang Wang, Xindong Zhao, Yijie Ding, Xiang Zhao.

Effect of Calcium and Sodium Ions in Soft Clay Using Electrokinetic Stabilisation Technique Nurul Syakeera Nordin1,a, Saiful Azhar Ahmad Tajudin2,b, Aeslina Abdul Kadir3,c, Riduan Yunus4, Mohamad Azim Mohammad Azmi5 and Mohamed Nur Shafiq Mohamed Hanif6 1,2,3,4,5,6Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400, Parit Raja, Batu Pahat, Johor, Malaysia agf120033@siswa.uthm.edu.my, bsaifulaz@uthm.edu.my, caeslina@uthm.edu.my Keywords: electrokinetic stabilisation technique, soft clay, calcium, sodium, stainless steel.
Abdurahman: Short term performance evaluation of a rural road embankment with different reinforcement constructed on soft soil pertaining to vertical settlement, Master of civil engineering, KUiTTHO (2005) [5] M.
Gary: A review of electrokinetic treatment technique for improving the engineering characteristic of low permeable problematic soil, Int.
Abdul Kadir: Physical properties of treated soft clay by using electrokinetic stabilisation method, Soft Soil Engineering International Conference (2013)
Ahmad Tajudin: Electrokinetic Stabilisation of Soft Clay, School of Civil Engineering, University of Birmingham, UK, (2012)

The Study on the Temperature Effect on Steel Reinforced Concrete Girder of Transfer Story in the Construction Process Sun Yuedong1, a Niu Ben1, b 1Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao Shandong, 266590, China asunyd1236@126.com, bniubennb@qq.com Key words: Transfer story; Steel reinforced concrete girder; Layered casting; Temperature stress; Finite element analysis Abstract.
General situation of the engineering A high-rise building is located in Shinan County, Qingdao City, is a large comprehensive commercial building.
[2]Wang Tiemeng, Control of Cracking in Engineering Structure[M].
China Civil Engineering Journal,2010.3
China Civil Engineering Journal,2006.3.

Qualitative Assessment of Chloride and Sulphate Influence on Soil Corrosivity Norhazilan Md Noor1,a, Siti Rabe’ah Othman1,b, Nordin Yahaya1,c, Lim Kar Sing1,d Arman Abdullah2,e 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, Malaysia 2Faculty of Chemical and Natural Resources Engineering, Universiti Malaysia Pahang, Malaysia anorhazilan@utm.my, bsrabeah2@ live.utm.my, cnordiny@utm.my, dkslim3@live.utm.my, earmanabdullah@ump.edu.my Keywords: Soil corrosivity, pipeline, sulphate, chloride.
ACKNOWLEDGEMENT The authors gratefully acknowledge the support for this research from Ministry of Higher Eduction Malaysia (Grant no: 78581), Research Management Centre UTM, Construction Research Alliance and Faculty of Civil Engineering Universiti Teknologi Malaysia.
‘Prediction of Corroding Pipeline Remaining Life-Time Using Semi-Probabilistic Approach’, Malaysian Journal of Civil Engineering, Vol. 22, No. 2, pp. 204-220 [3] Li, M.C., Han, Z., Lin, H.C., and Cao, C.N. 2001.
Engineering Behaviour of Soil Materials on the Corrosion of Mild Steel.

Traffic Simulation at Intersections with Cranked Priority Vladislav Krivda1, a, Jan Petru1, b*, Ivana Mahdalova1, c and Vaclav Skvain1, d 1VSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Transport Constructions, Ludvika Podeste 1875, 708 33 Ostrava-Poruba, Czech Republic avladislav.krivda@vsb.cz, bjan.petru@vsb.cz, civana.mahdalova@vsb.cz, dvaclav.skvain@vsb.cz Key words: Intersection, Road traffic, Traffic simulation, PTV VISSIM Abstract.
It can allow increase effectively of processes and activities in designing, development and not only in engineering and technology areas, also in service and economic areas [2].
Our working-site (VSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Transport Constructions) manages with a special simulation software PTV VISSIM.
Fig. 3 Demonstration of model with running simulation created in PTV VISSIM In the framework of so-called Evaluation in PTV VISSIM is possible to observe and evaluate a lot of traffic engineering parameters.
Ostrava: VSB-TU Ostrava, Faculty of Civil Engineering, (2014)