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ACKNOWLEDGEMENTS This work was conducted in Vibration and Acoustic Laboratory, Department of Mechanical Engineering, Hasanuddin University.
Support provided by Engineering Faculty of Hasanuddin University.
Series: Materials Science and Engineering. 308 (2018)
IOP Conference Series: Materials Science and Engineering. 875 (2020)
Civil.

Use of Polymer for Rehabilitation of Uneven Settlement in Concrete Roadbed Slabs of Tunnels Liu Jing1, a *, Zheng Xinguo1, b, Li Shuming1, c, Zeng Zhi1, d, Yang Dejun1, e, Weng Zhicai1, f and Liu Xianghui1, g 1Railway Engineering Research Institute of China Academy of Railway Sciences, Daliushu Road No.2 (213#), Beijing, China, 100081 a705478890@qq.com, bzhengxinguo@sina.com, c317510908@qq.com, d42353072@qq.com, e53570407@qq.com, f393978121@qq.com, g569533045@qq.com Keywords: polymer; grouting; concrete structure; ballastless track; rehabilitation; settlement; tunnel.
Based on these results, a new set of technology and engineering practice had been created to uplift the concrete structure of ballastless track successfully, with no negative effect on existing railway operation, just within the specified daily skylight time (about 3 hours every day) of the railway lines.
G., Liu J. et al., “Preparation of Cement Emulsified Asphalt Mortar for CRTSⅡSlab Ballastless Track”, Railway Engineering, (8), 2009, pp 121-124 (in Chinese)
G.et al., “Construction technology of cement-emulsified asphalt mortar used in CRTS II ballastless slab track”, Railway Engineering, (9), 2009, pp 97–100 (in Chinese)
[6] Byung-Sik Chun, Dong-Seong Ryu., “A Study on Applications of Polyurethane Injection Material for Ground Improvement”, Journal of Civil Engineering, 4(2), 2000, pp 113-118

Cost Management in Project Alliancing: An Exploratory Investigation Gang Chen1, a, Guomin Zhang1, b and Yi-Min Xie1, c 1School of Civil, Environmental and Chemical Engineering, RMIT University GPO Box 2476, Melbourne VIC 3001, Australia agang.chen@student.rmit.edu.au, bkevin.zhang@rmit.edu.au, cmike.xie@rmit.edu.au Keywords: Cost Management, Project Alliancing, Questionnaire Survey Abstract.
Various engineering phases are overlapping.
· Emphasize on life cycle cost; · Early involvement of relevant parties; · Share information; · Pursue best-in-market cost and industry best practice Supporting Techniques · Reimburse the NOPs 100% of direct costs and project specific overheads; · Put the NOPs’ profit and corporate overhead at risk; · Link financial pain/gain with both cost and non-cost areas performance; · Develop and agree with guidelines for scope variation by alliance participants; · Validate the NOPs' relevant cost structure for setting-up the compensation framework; · Adjust the TOC only in the limited situations agreed by participants Supporting Techniques · Establish a multi-disciplinary team to develop project proposal; · Owner's involvement in the development of project proposal; · Develop project proposal in a concurrent style; · Undertake value management and optimisation studies; · Identify and assess potential risks and opportunities; · Conduct multi-party value engineering
Journal of Construction Engineering and Management, 130(1), (2004), p. 10
Journal of Management in Engineering, 11(5), (1995), p. 33-39

Experimental Studies on Wind Erosion Mechanism of Aeolian Soils Subgrade Slope for Desert Highway Chi Li a, Yu Gao b College of Civil Engineering, Inner Mongolia University of Technology, Huhhot, 010051, China atjdxlch2003@126.com , byuyu_183@126.com Key words: geoenvironmental engineering; wind erosion mechanism; anti-wind erosion ability; interior wind erosion wind tunnel experiment; desert highway Abstract.
Instructive conclusions for engineering practice has been drawn.
[In Chinese] [6] Xiangdong Shen, Xiaofei Wang: Proceedings of the Thirteenth National Conference on Structural Engineering, Vol.2(2004).
[In Chinese] [8] Guijun Lu, Xinglang Yang: Jilin Water Resources, issue.2(2010) [In Chinese] [9] Fangzhen Chang, Bao Chen, Rong Zhu: Chinese Journal of Underground Space and Engineering, Vol.5,issue.2(2009).
[In Chinese] [11] Jia’ou Cen, Bin Ye, Sujie Guo: Chinese Journal of Rock Mechanics and Engineering , Vol.19,issue.5(2000),p.674－678.

Research on the Ecological Strategies in Landscape Design and Planning Kezhen Sun College of Architecture and Urban Planning, Beijing University of Civil Engineering and Architecture，China Add.100044 No.1 Zhanlanguan road, West City District of Beijing, China sunkezhen@bucea.edu.cn Keywords: Landscape Design and Planning, Ecological environment, Landscape ecosystem, Sustainability, strategy, System theory Abstract This article argues the problem of ecological strategies in the landscape design and planning, and the main contents of ecological strategies.
The collaborative and interdisciplinary working According to the theory of landscape ecosystem, many projects such as historic preservation, ecological conservation, restoration ecology, soil and water conservation, and landscape architecture, environmental engineering and so on, are involved in landscape design and planning.
A major category can be classified as landscape architecture, urban planning and design, ecology and restoration ecology, biology and forestry, history and historic preservation, environmental engineering, soil and water conservation etc.
Some ecological knowledge should be collected and extracted from ecology and restoration ecology, biology and biotechnology, garden architecture and forestry, environmental engineering, soil and water conservation, history and historic preservation etc.

Analysis and Simulation of Elastic-Plastic Fracture Parameters at Crack Tip under Biaxial Loading and Uniaxial Loading Wang Zhong-Xian a, Liu Rui b Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang, Jiangsu, China, 212013 a wzx-5566@163.com, b lrrb_007@163.com Keywords: crack tip field, crack driving forces, stress constraint, biaxial load, uniaxial load.
Introduction Cracks and defects in engineering structures such as pipelines and pressure vessels are often subjected to biaxial stresses.
Sutton: Engineering Fracture Mechanics, Vol. 45(1993), p. 1 [2] Y.
Pennell: Nuclear Engineering and Design, Vol. 188(1999), p. 259 [8] R.

Experimental Investigation on Damage Behavior of RC Shear Walls Huanjun Jianga, Yong Yingb and Bin Wangc State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, P.R.
Lam: Engineering Structures, Vol.23, No.12, p. 1525-1543 (2001)
Henry: Journal of Structural Engineering, Vol. 130, No. 6, p. 869-879 (2004)
Park: Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 2, No. 3, p. 155-166 (1989)

Supply Chain Quality Information Management Methodology and Application System Research Xiuxu Zhao1, a, Yuming Zhu2,b 1, 2School of Mechanical & Electrical Engineering, Wuhan University of Technology, China azhaoxiuxu@whut.edu.cn, b zym522006@163.com Keywords: Quality Information Management; traceability; RFID; Supply Chain Abstract.
According to the different stage of product quality implementation, different BOMs are used, Engineering BOM (EBOM) and Process BOM (PBOM) are in planning and design stage, which focus on product type management; Manufacturing BOM (MBOM) and Service BOM (SBOM) are used in action and service stage, which focus on batch management.
JOURNAL OF COMPUTING IN CIVIL ENGINEERING. 2007:11-20 [5] M.H.
Journal of Food Engineering 93 (2009) 394–399

Nonlinear Finite Element Analysis of Diamond Bird-beak TX-joints Zhaoquan Zhu 1, a, Shengliang Liu 2,b 1,2 College of Civil and Transportation Engineering, Hohai University, Nanjing, 210098, China azzq@hhu.edu.cn, bhhulsl@163.com Keywords: diamond bird-beak TX-joints; ultimate capacity; geometric parameters; load ratio Abstract.
Introduction Nowadays, tubular structures are widely used in bridges, buildings and large openings accompanied by engineering technology progress.
The 3th International Forum on Advances in Structural Engineering, Shanghai (2009),P. 159-171
[3] Yongqiang Liu, Lewei Tong, Xiaolin Zhao, in: Structural Engineers, Vol.2 (2) (2009),p. 35-40, in Chinese

Strength Prediction of Bonded T-Peel Joint with Single Overlap Support Ali M AL-Samhan King Saud University, College of Engineering, Industrial Engineering Department, POB 800,Riyadh 11421, Saudi Arabia asamhan@ksu.edu.sa Keywords: Peel joint, Overlapped weld-bond joint, Adhesive bonded structure.
The GID program is widely used for generating data files and results visualization in a number of linear and non-linear problems in thermal and structure engineering mechanics, using finite-element method.
Tochnog is explicit-implicit FE program that can be used in the analysis of structure, thermal, elastic or elastic-plastic engineering problems.
Civil Eng.