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., Chengdu, China; 2College of Civil Engineering, Southwest Jiaotong University, Chengdu,China Keywords: construction work; key positions; construction; quality control; control measures.
(3) Adhere to quality standards, strict inspection engineering quality standards is a benchmark to evaluate the quality of products, the data is the basis for quality control.
(2) set up by the company's chief engineer, quality inspection and supervision institutions, the quality of the project on a regular basis to check
(4), to strengthen coordination and convergence trades, construction management personnel should be worked out between the various sub-part, with the convergence between the various types of work between the various processes, the most reasonable process prior studies; various types of installation works in close coordination with the civil construction designated persons should be set aside, embedded with the civil works progress, and carefully check the embedded parts and reserved holes position is in line with the requirements of the design requirements and specifications.
(2), according to the Construction Quality Management Ordinance provide the basis of housing construction, the main structure of the engineering design requirements reasonable service life

Experimental Testing of Shear Resistance on SFRC Slab Structures CAJKA Radim1, a *, SMIRAKOVA Martina1,b and VASKOVA Jana1,c 1VSB Technical University Ostrava, Faculty of Civil Engineering, Department of Building Structures, 17.listopadu 15/2172, 708 00 Ostrava, Czech Republic aradim.cajka@vsb.cz, bmartina.smirakova@vsb.cz, cjana.vaskova@vsb.cz Keywords: Shear resistance, SFRC slab, fiber concrete, amount of fibers.
Numerical modeling Numerical analyses of interaction of SFRC slabs with subsoil were made in software Scia Engineer.
Fillo,The Maximum Punching Shear Resistance of Flat Slabs, Procedia Engineering, 65, 376-381, ISSN 1877-7058, 2013
Sekanina, Design and development of a testing device for experimental measurements of foundation slabs on the subsoil, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, 11 (1), 1 - 5, ISSN (Online) 1804-4824, ISSN (Print) 1213-1962, DOI: 10.2478/v10160-011-0002-2, (2011) [9] R.
Labudkova, Finite element analyses of soil-foundation interaction and comparison with experimental measurements, Civil-Comp Proceedings, 108, DOI:10.4203/ccp.108.7, 2015

International Journal of Civil Engineering, 2009. 7(2): p. 83-91
Journal of Materials in Civil Engineering, 2004. 16(5): p. 497-506
[25] Walker, P., Bond Characteristic of Earth Block Masonry Journal of Materials in Civil Engineering, 1999. 11(3): p. 249-256
Engineering Geology, 2009. 107(3-4): p. 130-139
Engineering Geology, 2009. 109(3-4): p. 230-240

Numerical Investigation of Flow Dynamics in a Sharp-Crested Weir with Variable Geometry Naveed Anjum1,a, Jawad Ashraf1,b*, Muhammad Ahmad2,c, Usman Ghani2,d, Mohammad Hamza3,e and Asif Aziz4,f 1Khwaja Fareed University of Engineering & Information Technology (KFUEIT), Rahim Yar Khan, Pakistan 2Department of Civil Engineering, University of Engineering & Technology, Taxila, Pakistan 3University of Memphis, United States 4Punjab Irrigation Department, Pakistan anaveed.anjum@kfueit.edu.pk, bjawadashraf1970@gmail.com*, cm.ahmad201017@gmail.com, dusman.ghani@uettaxila.edu.pk, emhamza@memphis.edu, fazizasif33@gmail.com Keywords: Sharp-crested Weir; Flow Dynamics; Open Channel Flow; Weir geometry variation; Computational Fluid Dynamics (CFD).
The experimental setup was performed at the Hydraulics Laboratory, Department of Civil Engineering, University of Engineering & Technology, Taxila as shown in Fig. 1.
Acknowledgement Authors are thankful to Higher Education Commission (HEC), Pakistan for providing CFD software facilities in Department of Civil Engineering, University of Engineering and Technology, Taxila, Pakistan, which were utilized to conduct this research work.
Pasha, Experimental Investigation for Discharge Coefficient of an Embankment Weir Using Smooth and Vegetated Embankments, 2nd International Conference on Sustainable Development in Civil Engineering, MUET, Pakistan (2019) 724-728
Marusic, Coherent Structures in Flow Over Hydraulic Engineering Surfaces, J.

Application of Steel Plates on the Retrofitting of Current Reinforced Concrete Coupling Beams Cheng Bei1, Li Shiwei2, RKL Su3 1&3 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, China 2Department of Civil Engineering, The University of Hong Kong, Hong Kong, China 1) chengbei@bucea.edu.cn,3) klsu@hkucc.hku.hk Keywords coupling beams steel plates retrofitting method ductility Abstract Coupling beams are essential structural elements of reinforced concrete coupled shear wall to resist earthquakes and other lateral loads.
Acknowledgements The work described in this paper has been fully supported by the National Natural Science Foundation (Project No.51208023) and Beijing University of Civil Engineering & Architecture Foundation (Project No.101100601).
Cheng, R.K.L.Su, Retrofit of deep concrete coupling beams by laterally restrained side plates, Journal of Structural Engineering.137(2011), 503-512
Tremblay, Damage to concrete structures due to the 1994 Northridge earthquake, Canadian Journal of Civil Engineering, 22(1995), 361-377
Earthquake Engineering and Engineering Vibration, 7(2008), 255-262.

Introduction A long time ago, Chinese began using “tabia” (composed of lime, loess and aggregates) as a civil engineering material.
Fig.2 Sand particle size distribution curve Methods The soil mixture was often added to the ground quicklime at a ratio of 7:3(v:v), based on civil engineering applications in China[11].
The ratio of Perma-Zyme : tabia mixture is at 1:33000(v:v) , as used for some civil engineering projects in China.
Bell: Engineering Geology.
Aiban: Proceedings of the Fourth Saudi Engineering Conference, King Abdulaziz University, Jeddah, Saudi Arabia.

Experimental research and analysis on the flexible behaviors of high-strength concrete thin-walled box girder Mingqiao Zhu 1，2，a, Zhi Fang 3,b , Zhiwu Yu 2,c , Qizhi Wei 1 1 School Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, China 2 School Civil Engineering, Central South University, Changsha 410083, China; 3 School Civil Engineering, Hunan University, Changsha 410082, China a email: zmq2002@263.net, bemail: fangzhi@hnu.cn, cemail:zhwyu@mail.csu.edu.cn Keywords: bridge engineering; box girder; experimental research and analysis; flexible behaviors; shear lag effect; effective width for compressive flange.
Journal of Engineering Mechanics, ASCE. 1994, 116(5):1290-1304 [6] Alghamdi, S.A.

Electronic Journal of Geotechnical Engineering 17, pp 1807-1816 [11] K.
In: Proceedings of the Fifth National Conference on Civil Engineering (AWAM ’09): Towards Sustainable Development, Kuala Lumpur, Malaysia. pp 130-138
Journal of Civil Engineering 16(5), pp 809-815 [18] S.S.
International Sustainability And Civil Engineering Journal 1(2), pp 19-27
International Journal of Sustainable Construction Engineering & Technology 3(1), pp 26-44.

Shanjie Gan and civil engineer Yi Xu and Yafeng Jin for their help during the investigation, and also thank Prof.
Xu: Engineering Geology, Vol. 40 (2012) No.42,p.133-134, , [3] R.Q.
Li: Chinese Journal of Rock Mechanics and Engineering, Vol.27(2008) No.12, p.2585-2592.
Yamada, et al: Proc. of Annual Conference of the Japan Society of Civil Engineers (1996).
Yamada, et al: Proc. of Annual Conference of the Japan Society of Civil Engineers (1997).

OLUGBENGA Oludolapo Amu1,a, EHIZEMHEN Christopher Igibah1,b*, ADETAYO Oluwaseun Adedapo1,c 1Department of Civil Engineering, Federal University Oye Ekiti, Ekiti State, Nigeria.
*Corresponding Author: Igibah Ehizemhen C, Department of Civil Engineering, Federal University Oye Ekiti, Ekiti State, Nigeria.
Similarly, tests on the collected three lateritic soil sampling were done in the laboratory of the Department of Civil Engineering, Federal University of Technology, Akure, Ondo State Nigeria, and the method were presented in Table 1. 3.
Series: Materials Science and Engineering 413 (2018) 012012 doi:10.1088/1757-899X/413/1/012012
Mechanical Improvement of a Fine-Grained Lateritic Soil Treated with Cement for Use in Road Construction, Journal of Materials in Civil Engineering /Volume 29 Issue 11