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Composites Part B: Engineering, 127, 78-91
Composites Part B: Engineering
Composites Part B: Engineering, 161, 411-426
Journal of Materials in Civil Engineering, 31(1), 04018356 [8] Caggegi, C., Carozzi, F.
Composites Part B: Engineering, 130, 90-102

Almaliky1,a*, Hatem Asal Gzar2,b 1,2Department of Civil Engineering, College of Engineering, Wasit University, Iraq.
Chemical engineering journal, 171(3), pp.811-840
Chemical Engineering Journal, 150(2-3), pp.485-491
Chemical Engineering Journal, 140(1-3), pp.6-14
Chemical engineering journal, 169(1-3), pp.68-77.

Engineering Fracture Mechanics 94 (2012) 37-55
Engineering Fracture Mechanics 85 (2012) 47-58
Procedia Engineering 2, no. 1 (2010) 865-872
Journal of the South African Institution of Civil Engineering 59, no. 3 (2017) 25-35
Engineering Structures 204 (2020) 110076

Mechanism Analysis and Criterion for Avoiding Risk of Karst Water Burst Flood Illustrated in Maluqing Tunnel Ming Huang1, a, Xudong Zhang2,b, Mao-kun Xu1,c, Cai Lin-qin1,d 1College of civil engineering, Fuzhou University, China 2 China railway 11th bureau group Co. ltd., China ahuangming05@163.com, b xudong6808@sina.com, c 240604375@qq.com, d 136772591@qq.com Keywords: tunnelling engineering; Karst Water Burst Flood; forecasting of water inflow in karst cavity; construction numerical criterion and risk control parameter; energy releasing and pressure reducing Abstract: With 19 groups of data associated with inrush or bursting water from karst cavity, obtained from Yichang-Wanxian Railway Maluqing Tunnel field test, conceptual models of Karst Water Burst Flood (KWBF) was brought forward by statistical analysis and phenomenological induction.
Then the engineering was stopped to deal with water burst.
Crushing water disaster has much incentive factors characteristics: geological factors, engineering measures factors and so on.
A Preliminary Study Of Water Intrusion in Zoumaling Karst Tunnel, Chongqing[J],Journal of Engineering Geology, 2006,14(01),68-71.
Journal of Water Resources and Architectural Engineering, 2007,5(3): 75-77.

Oyejide3,c 1Department of Mechanical Engineering, College of Engineering, Igbinedion University, Okada, Edo State, Nigeria 2Department of Mechanical Engineering, Faculty of Engineering, University of Benin, Benin City, Nigeria 3Department of Mechanical Engineering, College of Technology, Federal University of Petroleum Resources, Effurun, Delta State, Nigeria aejiroghene.orhorhoro@iuokada.edu.ng, boyejide.joel@fupre.edu.ng, cask4lindsay@gmail.com *Ejiroghene Kelly Orhorhoro (ejiroghene.orhorhoro@iuokada.edu.ng) Keywords: Anaerobic digestion plant, continuous biogas yield, pH, temperature, three stage AD plant Abstract: Sub-Sahara Africa countries are faced with the problem of solid waste management and access to sustainable energy.
International Conference on Chemical, Civil and Environmental Engineering (CCEE-2015) June 5-6, 2015 Istanbul (Turkey), pp. 1-5
J. of Engineering and Tech., 2 (2017) 25-37
J. of Engineering and Tech., 2 (2017) 25-37
International Journal of Technology Enhancements and Emerging Engineering Research, 3 (2016) 50-54

Introduction It is well known that an application of the high-damping alloys (HDAs) allows reduction of noise and vibration levels in various engineering devices [1 - 6].
This class of materials is widely used in the automotive industry, civil engineering, home appliances, washing machines etc.
As a consequence, engineers have focused on the high damping alloys, free from the above limitations.
Igata: Key Engineering Materials.
Kawahara: Key Engineering Materials.

This is the case of the Mononobe-Okabe method, one of the most used methods in earthquake geotechnical engineering (e.g.
This method continues to be used by consultant geotechnical engineers because it is required by the building codes [9].
The M-O method is attractive due to its simplicity since engineers are familiar with the Coulomb method.
College Of Engineering.
National Conference On Earthquake Engineering Frontiers Of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska, (2012), Pp. 1–185

Moisture-Density Relationship of Bottom Ash, Lime Stabilized Bangkok Clay as a Potential Pavement Material in Thailand Akanksha Bhurtel1,a*, Amin Eisazadeh1,b Sirindhorn International Institute of Technology/ School of Civil Engineering and Technology, Thammasat University, Pathum Thani, Thailand akanksha.bhurtel@gmail.com, aeisazadeh@siit.tu.ac.th Keywords: Proctor Compaction, Quick Lime, Bottom Ash, Bangkok Clay, Road Stabilization.
However, if to be used as engineering filling material 66BC30BA4L or 62BC30BA8L mix is recommended due to its lower specific gravity.
[3] Suksun Horpibulsuk, Satoru Shibuya, Kittitep Fuenkajorn, and Wanchai Katkan , Assessment of engineering properties of Bangkok clay, Can.
Bell, Lime stabilization of clay minerals and soils, Engineering Geology 42 (1996), pp 223-237, Elsevier
[19] Aminaton Marto & Choy Soon Tan (2016), Properties of Coal Bottom Ash from power plants in Malaysia and its suitability as geotechnical engineering material, Jurnal Teknologi (Sciences & Engineering) 78: 8–5 ,(2016), pp 1–10

Research on Dynamic Characteristics of Isolated System for Irregular Structures Xiang Weiming1,a, Zheng Xianchang1,b, Zhou Yanjie1,c 1Department of Civil Engineering, Guangzhou University, Guangzhou, 510006, China ahuajiankeji@21cn.com,bzhengxianchang@21cn.com, c864403561@qq.com Keywords:Irregular structures, Floor deformation, Substructure method, Dynamical characteristics, Structural isolation Abstract: This paper analyzes isolation questions of irregular structures, based on principles of structural isolation system.
China began to do research on this area from the early 1990s, and did much work on theories, testing and engineering applications.
Journal Structural Engineering, 119(1): 130–149
Journal Structural Engineering, 117(7):2035–2054
[10] Jiang Yicheng, Tang Jiaxiang (1999), “The Torsion Response Analysis of the Base-Isolated Building,” World Information on Earthquake Engineering, 15(4): 57-61

Research on the regional stress field of underground powerhouse at the right bank of Baihetan hydropower station Qing Zhao1, Xianlun Leng2, Xiang He1 1School of Civil Engineering and Architecture, Wuhan Polytechnic University，Wuhan，430023,China 2State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, P.
This method has wide application and used widely in engineering to analysis the distribution of ground stress field.
Therefore, the geostress field distribution in the engineering site of Baihetan hydropower station can be fitted effectively according to the statistical regularity of stress field and the test results of Baihetan hydropower station.
The topography of engineering area is complicated, which has higher regional stress , complex geological conditions, developed F14, F16 and F-17 faults, various faulting belts, columnar joints and other adverse geological structures.
The deduction analysis of the stress field in the engineering area based on the statistics of the measured data Regression fitting of the measured geostress.