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Merging Gap Acceptance at Midblock U-Turn Facility (A Case Study on Multilane Divided Highway in Malaysia) Iman Abbaszadehfallah 1, a Hamed Esmaeeli, 2,b Othman Bin Chepuan3,c Seyed Hossein Hosseini4,d 1 Civil Engineering department, Noshar Branch, Islamic Azad University, Noshahr, Iran 2 FKA faculty, UTM, Skudai, Malaysia 3 Associate Professor, FKA faculty, UTM, Skudai, Malaysia 4 FKA faculty, UTM, Skudai, Malaysia aafiman2@live.utm.my ,behamed2@live.utm.com , cothmancp@utm.my, dmehrdad_hossieni@yahoo.com 1 Corresponding Author: Iman Abbaszadehfallah, Department of Civil Engineering, Islamic Azad University Noshahr branch, Mazandaran, Iran.
KSCE Journal of Civil Engineering, 15(8):1427-1434
Traffic Engineering and Control, Vol.17 (11), pp 468-470

Affect of Large Deep Foundation pit dewatering on the Neighboring Buildings Kewei Ding1, a,Fan Zhao2, b,Xiaozhi Zhang3, c 1School of Civil Engineering, Anhui Jianzhu University, Hefei 230601, PR China 2School of Civil Engineering, Anhui Jianzhu University, Hefei 230601, PR China 3School of Civil Engineering, Anhui Jianzhu University, Hefei 230601, PR China adingkw@aiai.edu.cn, b634907130@qq.com, c847911955@qq.com Keywords:foundation pitdewatering;environmental impact appraisal model ;FLAC3D; surface subsidence; Abstract:Take the ground-water lowering of foundation pit project in DA Dongmen subway station in Hefei as an example, introduce a kind of environmental impact appraisal model,using softwareFLAC3D to imitate the key index--surface subsidence, offers relevant safe bases to construct security monitoring department.
Especially to the large deep pit with complex hydrogelogical conditions , whose dewatering is a large area project , which influence more, forming precipitation funnel curve to produce additional deformation on structure around and do great damage to surrounding environment. 2.Engineering Situation 2.1Subject of the station The station is the transfer of subway line one and line two, total construction area is 34837m2.

Behavior of Rectangular Concrete Column Confined with Sisal Fiber Reinforced Polymers (Sisal FRP) Atipphat Suwattanakorn1, Qudeer Hussain2, Winyu Rattanapitikon3 and Amorn Pimanmas4* 1,2 School of Civil Engineering, Sirindhorn International Institute of Technology, Thammasat University.
(P.O.Box 22, Pathum Thani 12121, Thailand.) 3Associate Professor, School of Civil Engineering and Technology, Sirindhorn International Institute of Technology, Thammasat University.
Box 22, Pathum Thani 12121, Thailand.) 4* Professor, School of Civil Engineering, Sirindhorn International Institute of Technology, Thammasat University.
Wei, Effect of cross-sectional aspect ratio on the strength of CFRP-confined rectangular concrete columns, Engineering Structures 32 (2010) 32-45 [2] I.

Synergistic effects and Cracking Bending Strength for Steel-polypropylene Hybrid Fiber Reinforced Concrete Guodong Mei1, a, Xiaofan Liu1,b, Jixiang Li1,c, Wenfu Duan2,d 1School of Civil Engineering, Wuhan University, Wuhan430072, China 2 School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan430023, China 3 Wuhan Optical Valley Construction Investment Co., Ltd.
Journal of materials in civil engineering, 17, 519 (2005)
Polymer Engineering & Science, 37, 45-58 (1997)

The Identification of Cracks Formed during the Spontaneous Drying and Hardening of Alkali-activated Slag for Different Curing Times TOPOLÁŘ Libor1,a,*, ŠIMONOVÁ Hana1,b and PAZDERA Luboš1,c 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic atopolar.l@fce.vutbr.cz, bsimonova.h@fce.vutbr.cz, cpazdera.l@fce.vutbr.cz Keywords: Acoustic Emission Method; Curing; Amplitude; Energy; Micro and Macro Crack.
Plšková, NDT of Freeze-thaw damaged Concrete Specimens by Nonlinear Acoustic Spectroscopy Method, In 10th International Conference of the Slovenian Society for Non-Destructive Testing: Application of Contemporary Non-Destructive Testing in Engineering, Ljubljana, Slovenian NDT. 2009, p. 317 – 323, ISBN 978-961-90610-7-7
Symposium Non-Destructive Testing in Civil Engineering, September 28, 1995, Berlin, p. 613–620
Provis et al., Geopolymers: Structures, Processing, Properties and Industrial Applications, Woodhead Publishing Series in Civil and Structural Engineering, 2009, ISBN 978-1-84569-638-2

At the same time, Zhonghua Xu16 also collect the monitoring data in Shanghai arear to confirm the above research,which promotes the development of the statistical theory in the civil engineering research.
,Subgrade Engineering,3(2011),p.90-93
,JOURNAL OF RAILW_AY ENGINEERING SOCIETY,2(2008),p.1-5
,CHINA CIVIL ENGINEERING JOURNAL,41(3)(2008),p.84-90
,CHINA CIVIL ENG EERING JOURNAL,38(4)(2005),p.103-109

Results show that the liquefaction potential of clayey soils is lower than that of sandy soils given the same void ratio; the soil resistance to liquefaction rises with an increase in plasticity for clayey soils; It is useful to estimate the liquefaction potential of soil by means of plasticity index and the liquefaction potential of soil in practical engineering applications.
,Characteristics of Cohesionless Soils Affecting the Stability of Slopes and Earth Fills, Journal of Boston Society of Civil Engineers.125(1936)25-35
[3] Castro, G., Liquefaction and Cyclic Mobility of Saturated Sands,Journal of the Geotechnical Engineering Division, American Society of Civil Engineers, 101(1975)551-569
[5] Koester, J.P., Cyclic Strength and Pore Pressure Generation Characteristics of Fine-Grained Soils, thesis submitted in partial fulfillment of the requirements for Doctor of Philosophy,College of Engineering, University of Colorado, Boulder, CO(1992)
Bulletin of Engineering Geology and the Environment. 68(2009)363-371

Simulation and Optimization on GFRP Soil Nailing Support Qingping Jin1,a, Zujia Zheng1,b, Zhi Chen2,c ,Xuewen Lei1,d 1School of Urban Construction ,Wuhan University of Science and Technology.Wuhan 430065 China 2School of Civil Engineering & Mechanics, Huazhong University of Science and Technology.
According to a excavation engineering supported by soil nailing, the support structure of soil nailing was simulated by finite element method.
Replacing the steel bar, it has bright prospects in application of civil engineering structures and is becoming research focus for domestic and foreign engineers and scholars.
Introduction of Project This project was a engineering of underground mall in a city.
[8] Guowei Li, Chaoquan Liu, Zhihuai Huang, Yeqing Cai.Chinese Journal of Rock Mechanics and Engineering.

Reliability Analysis of RC Freely Supported Beam Bridge with Intermediate State and Failure-dependence Peng Zhang1, a, Chuan Jing Hou1,b and Ming Li1,c 1 School of Civil Engineering and Architecture, Southwest Petroleum University, Chengdu, 610500, China a zp_swpi@sina.com, b hcj08qd@163.com, liming3353@163.com Keywords: Intermediary state, Base shear, RC freely supported beam bridge, Serial system, Reliability vector, Failure-dependence Abstract.
References [1] G.Li: Engineering Journal of Wuhan University, Vol43 (2010), Sup, P.371.
(In Chinese) [8] X.W.Gao, G.B.Bao: Earthquake Engineering and Engineering Vibration, Vol.5 (1985), No.1, P.13.
(In Chinese) [13] G.Y.Wang, P.Zhang: China Civil Engineering Journal, Vol.34 (2001), No.3, P13.
(In Chinese) [14] G.Y.Wang and J.H.Zhu: Earthquake Engineering and Engineering Vibration, Vol.18 (1998), No.4, P.1.

With the advantages of high strength and stiffness, low density and highly flexible shaping, composites become potential candidates to replace conventional materials such as aluminum and steel in civil applications [11].
In addition, the manufacturing flexibility of FRPs is well suited with the demands of architects and engineers in designing complex building structures such as the facade systems while maintaining mechanical properties and durability [13].
Ballinger, Development of composites for civil engineering, Advanced Composites Materials in Civil Engineering Structures, ASCE, (1991) 288
Taotip Utilization of fly ash, rice husk ash, and palm oil fuel ash in glass fiber-reinforced concrete ,J Mater Civil Engineering, 23 (9) (2011), pp. 1281–1288 [10] P.
Tran, Composite materials for next generation building facade systems, Civil Engineering and Architecture 1 (3), (2013) 88- 95