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Hydraulic Structure Design Concept and Practice --- Tacheng reservoir project In Xinjiang as an example Xianghong Hu1,a , Yingjie Chen1,b , Junjing Mu2,c, Shaojie Li3,d Jian Liu1,e, Heng Zhao 3,f (1College of hyaulic and civil engineering of Xinjiang Agricultural University, Urumqi, 830052; 2College of forest and horticulture of Xinjiang Agricultural University,Urumqi,830052; 3College of science and technology Xinjiang Agricultural University, Urumqi, 830052) ahxh@xjau.edu.cn; bcyj1266@sina.com; cmujunjing@163.com; d1301053078@qq.com; exjliujian117@163.com; fzhzzy1000@126.com Keywords: hydraulic structure; design; ecological landscape Abstract: The hydraulic structure visual forms are both a water project construction component, but also the important contents in the design of hydraulic structures.
So that at the same time to satisfy the engineering function, given a certain culture connotation and time spirit, become the material function and mental functions complement each other forms.
Preface With the Xinjiang reservoir engineering construction development and technical progress, people have been more widely recognized in the “effective” uses the reservoir water resource method, means, content, and gradually form a set of works of water conservancy, water resources, scenic water into one multi-functional development mode.
These reservoirs can not only satisfy the engineering use need, strengthen the soil and water conservation function, but also become the region's cultural tourist attractions.
Xinjiang Water Conservancy and Hydropower Engineering Key subjects Grant.

Hierarchical Genetic Algorithm for Soil-nail Bracing Shan-suo ZHENG1,a, Zhi-qiang LI1,b, Qing-lin TAO1,c and Pei-chao HAN1,d 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an 710055, China azhengshansuo@263.net; bzhiqiangli2023@163.com; ctql6551@163.com; dwencong2023@163.com Keywords: hierarchical genetic algorithms; soil-nail bracing; optimization; failure plane Abstract: Hierarchical genetic algorithm (HGA) are widely used in most engineering, this paper aims to propose an optimization model of soil-nail bracing by application the hierarchical genetic algorithm.
Therefore, Hierarchical genetic algorithms(HGA) was focused by the researchers, and has been applied successfully to engineering optimization recently.
In contrast to genetic algorithm, the HGA codes all the design variables independently according to optimal sequence and weight hierarchic of practical engineering [2].
Fig.3 The plan of foundation The soil layer of foundation is divided into 4-layer according to engineering exploration report, and the physical indexes of each layer are shown in table 1.
The HGA is more effective and economical in soil-nail bracing engineering.

Research on Stability Analysis of Soil Slope in Consideration of Creep Property Qinghuan Wang 1,a , Yongquan Li 2, b 1Henan Electric Power Survey and Design Institute, Zhengzhou, 450052, China 2College of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou, 450001, China a526423380@qq.com, bliyongquan7197213@126.com Key words: Double Yield Surface, Coupled Deformation and Seepage, Finite Element Method, Tube pile Abstract.
Those ways used may provide reference to engineering practice.
This paper try to develop Coupled Deformation and Seepage analysis based on Viscoelasto-Plastic Model with Double Yield Surface and apply it to practical engineering.
Engineering Case soil parameters of one slope are shown in Table l, and earth profile is shown in Fib.1.
Chinese Journal of Geotechnical Engineering, 1988, 10(1): 64-71, in Chinese

Experimental Study on Crack Width Evaluation of R.C Beams and Comparison with Various Codes Lekshmi U 1, a *, Margret Sherin Joseph 2, b, KrishnaKumar S 3, c 1 P.G Student, Department of Civil Engineering, Amal Jyothi College of Engineering, Kottayam, Kerala, India 2 Assistant Professor, Department of Civil Engineering, Amal Jyothi College of Engineering, Kottayam, Kerala, India 3 Assistant Executive Engineer, LSGD, Government of Kerala, Kerala, India alekshmi128@gmail.com, bmargretsherinjoseph@amaljyothi.ac.in, c skrishna_k@rediffmail.com Keywords: Serviceability, Flexural Cracks, Crack Width, Tension face.
Journal of Structural Engineering, 1983, 109(9) pp. 2066 – 2085
Advances in Structural Engineering Journal, 2001, 4(2) pp. 101-110
“Crack width evaluation for flexural RC members” Alexandria Engineering Journal, May 2012,51,pp. 211–220
“Evaluation of Tension Stiffening effect on the Crack width calculation of Flexural RC members” Alexandria Engineering Journal , January 2012 ,52, pp. 163–173

Shear wall is complicated in actual engineering environment.
Journal of Structural Engineering.Vol.130(2004), P. 618-630
China Civil Engineering Journal,Vol.38(9)(2005), P.53-60
Engineering Structures(2007) P.2946-2959
Engineering Mechanics.

Comparative Study of Small Scale Soil Barrier Subjected To Air Blast Load by Using AUTODYN 2D and AUTODYN 3D Jestin J.1,a *, Faisal Ali1,b, Ahmad Mujahid Ahmad Zaidi2,3,c and Mohd Zaid Othman2,d 1 Department of Civil Engineering, Faculty of Engineering, Universiti PertahananNasional Malaysia, Kuala Lumpur, Malaysia 2 Department of Mechanical Engineering, Faculty of Engineering, Universiti Pertahanan Nasional Malaysia, Kuala Lumpur, Malaysia 3University College of Automotive, Pekan, Pahang, Malaysia a at_tin009@yahoo.com, b fahali@gmail.com, c mujahid80s@yahoo.com, d zaid002@gmail.com Keywords: AUTODYN 2D; AUTODYN 3D; Comparative study; Soil barrier; Peak pressure.
American Society of Civil Engineers.STP no. 103 (2000) 332–336
International Journal of Impact Engineering. 16(1995) [7] W.E.
Computer Method in Applied Mechanics and Engineering. 99 (1992)235-394
International Journal of Impact Engineering.46(2012) 97-109.doi:10.1016/j.ijimpeng.2012.02.007

Theoretical Research on New Method of Highway Engineering Quality Supervision and Management-Comprehensive Six Sigma Quality Management Haidong Wang1, a,Guangle Chang1, b,Jiping Deng2, c,Jingjie Zheng2, d, Yilin Zhao2, e 1Department of Civil Engineering of Hunan University 2Administration of Transportation Construction Safety and Quality of Hunan Province a524042133@qq.com,b544764434@qq.com,c503051273@qq.com,d834120906@qq.com, e109407728@qq.com Keywords：Total Quality Management，Six Sigma，Fuzzy Comprehensive Evaluation Method, Weighting factor.
Bridge Engineering Bored Pile Truthful drilling and pore-forming records.
Concrete Engineering Rigid control of mix proportion.
Study on Quality Management of Highway Engineering [D].
Beijing University of Civil Engineering and Architecture, 2011 [11]Linan Cheng.

Tsunami-Resilient Building Assessment for Coastal Community of Karachi Muhammad Ali Raza1,a*, Aslam Faqeer Mohammad2,b 1Civil Engineering Department, NED University of Engineering & Technology, Karachi, Pakistan 2Civil Engineering Department, NED University of Engineering & Technology, Karachi, Pakistan aRaza.pg3602070@cloud.neduet.edu.pk, bmaslam@cloud.neduet.edu.pk Keywords: ASCE7-16, Tall building, Tsunami hydrodynamic loading, Tsunami Safe Structure, Damming effects, Numerical Simulation.
Tsunami Flow Parameters The tsunami flow parameters, i.e., maximum flow depth and velocity is determined by using the tsunami load calculation program of the Department of Earthquake Engineering at NED University of Engineering & Technology Karachi, Pakistan.
Journal of Engineering and Architecture. 4. 10.15640/jea.v4n2a10
International Journal of Civil & Environmental Engineering IJCEE-IJENS. 12. 42-45
[18] FEMA, 2019, Guidelines for Design of Structures for Vertical Evacuation from Tsunamis, FEMA P646 Report, prepared by the Applied Technology Council for the Federal Emergency Management Agency, Redwood City, California [19] American Society of Civil Engineers, Structural Engineering Institute.

Smart Health Monitoring of Concrete Bridges Using Digital Twin and AI Applications Asseel Al-Hijazeen1,a* and Kálmán Koris1,b 1Budapest University of Technology and Economics, Faculty of Civil Engineering, Department of Structural Engineering,1111 Budapest, Műegyetem rkp. 3.
However, to acquire more comprehensive data regarding the superstructure's behavior, seven additional strain gauges were also installed within the box section with the assistance of Hungarian Public Roads Company as the bridge operator and the Structural Laboratory of Budapest University of Technology and Economics, Faculty of Civil Engineering.
Liu, “Review Paper: Health Monitoring of Civil Infrastructure,” Struct.
Burgueño, “Emerging artificial intelligence methods in structural engineering,” Eng.
Nehdi, “Machine Learning Algorithms in Civil Structural Health Monitoring: A Systematic Review,” Arch.

Application of SAP2000 API and .NET Framework for Reliability Assessment of RC structures Chen Qingjun1,2,3,a, Liu Daxin1,b, Inamullah Khan3,c, Cai Jian1,d, Bai Fan4,e 1 School of Civil and Transportation Engineering, South China University of Technology, Guangzhou, 510641 2 State Key Laboratory of Subtropical Building Science, Guangzhou, 510641, China 3 Centre for Infrastructure Engineering and Safety, The University of New South Wales, UNSW Sydney, 2052, Australia. 4 Guangdong Electric Power Design Institute, Guangzhou, 510663 a qjchen@scut.edu.cn, b liu.dx@qq.com, c i.khan@unsw.edu.au, d cvjcai@scut.edu.cn, e 285187764@qq.com Keywords: Reliability; Integral structure analysis; Structural assessment; .NET platform; SAP2000.
In engineering application, normally the DOFs are very large.
China Civil Engineering Journal, 2008, 41(11): 7-12.
Unified standard for reliability design of engineering structures (GB50153-2008) [S].
Engineering structures reliability design principle [M].