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Journal of Engineering Geology, 2007, 15 (4):433 -440
Journal of engineering geology, 2003, 11 (4): 343-348
Journal of northwest water resources and water engineering, 2000, 11 (3): 6-10
The preliminary study on dynamic characteristics of recently deposited soils in southern area of Jiangsu province,China [A] // Proceedings of the International Symposium on Innovation and Sustainability of Structures in Civil Engineering [C].Nanjing, China, 2005: 1332-1339
Journal of rock mechanics and engineering, 2004, (8): 167-174.

Theoretical Research and Experiment of Vibration Friction on Vibratory Compaction Experiment System Xiaopeng Li 1, a, Chunshi Liu 1, 2, b, Jie Huang 3, c, Bangchun Wen 1, d 1 School of Mechanical Engineering & Automation Northeastern University, Shenyang 110004, China 2 Shenyang Machine Tool (Group) Co., Ltd, 110141, China 3 School of Architecture & Civil Engineering, Shenyang University of Technology, 110870, China a xpli@me.neu.edu.cn, bchunshi_liu@smtcl.com, cmeili.huangjie@163.com, d bcwen1930@sina.com Keywords: Vibration friction, Nonlinear dynamic, Granulars, Interface.
Wen: Journal of Mechanical Engineering Vol. 40(11) (2004), p. 1-6
Liu: Journal of Mechanical Engineering Vol. 39(10) (2003), 21-26
Zhang: Lubrication Engineering Vol. 9(2006), p. 4-7
Wen: Key Engineering Materials Vol. 353-358 (2007), p. 762-765.

Citation & Key Engineering Materials Vols
Key Engineering Materials Vols. 133 Structural Defects as a Shape Aberration.
Key Engineering Materials Vols. 137 [6] A.R.
Fallahi: IIE Transactions (Institute of Industrial Engineers) Vol. 32(1) (2000), p. 59 [14] V.J.
Kumara: International Journal of Industrial Engineering: Theory Applications and Practice Vol. 8(1) (2001), p. 52 [16] A.

Strain Analysis for Engineering Design, 39(5) (2004) 499-513
Engineering Mechanics, 134 (6) (2008) 441-454
Engineering Mechanics, 124(1) (1998) 1–8
Taguchi, Introduction to Quality Engineering, Asian Productivity Organization, Tokyo, 1990
Ross, Taguchi Techniques for Quality Engineering, McGraw Hill, New York, 1996

The project construction is divided into earthwork, pavement engineering, airfield lighting engineering, and communications navigation engineering with a total of four sections for the entire construction.
Pavement engineering is the key to the entire project construction which is carried out by the China Railway Group Airport Beijing branch.
The quality objective is to ensure that the quality of the entire project meets the design requirements and comply with the quality acceptance criteria of the state and the Civil Aviation Authority[2]; the project completion acceptance rate is 100%; the contract compliance rate is 100%; the unqualified report rectification rate from supervisors is 100%; and the satisfaction rate of the construction unit is greater than 90%.
First, it intercrosses with the earthwork, airfield lighting engineering, and communications and navigation construction.
[3] Chen Min-hui, Study on the safety risk evaluation of construction engineering[J].Fujian Construction Science & Technology，2011(1)：43~44

In: 24 ABCM International Congress of Mechanical Engineering, Curitiba, 2017
Life Cycle Engineering of Carbon Fibres for Lightweight Structures.
In: XXXVII Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE, Brasília, 2016
Archives of Civil and Mechanical Engineering.
In: XIX ENEGEP / V International Congress of Industrial Engineering, Rio de Janeiro, 1999.

Designing a Roundabout to Overcome Traffic Congestion at a Four-Armed Intersection Hemavathy M1,a* Ganapathi Malarvizhi2,b 1Research Scholar, Division of Transportation Engineering, Anna University, Chennai, Tamilnadu, India. 2Professor, Division of Transportation Engineering, Anna University, Chennai, Tamilnadu, India.
[3] Kadiyali L R 2000 Traffic engineering and Transport Planning Khanna Publishers, New Delhi, India
Lad, “Traffic congestion overcome by roundabout design”, International Research Journal of Engineering and Technology (IRJET), Volume: 06, Issue: 04, Pg No 2453, 2019
[6] Vasantha Kumar, Himanshu Gulati and Shivam Arora, “Design of a roundabout for an uncontrolled multi-leg intersection in Chennai, India”, Materials Science and Engineering 263 (2017) doi:10.1088/1757-899X/263/3/032030
Rahman and Md Saiful Amin, “Intersection design as a roundabout” (2020), proceedings of the 5 th International Conference on Civil Engineering for Sustainable Development, ICCESD 2020, 7~9 February 2020, KUET, Khulna, Bangladesh, ISBN-978-984-34-8764-3.

And in engineering, large amount of soil in its nature state is not suitable to be delivered through pipeline.
In this sense, to study long distance transportation of soft clay and its mechanism is of significance in engineering which is a worldwide difficulty as well.
Nowadays, these cities are most active in civil engineering activity as well.
In engineering and construction at coastline and island, usually soil is required to be transported hundreds meters or even over thousands meters for blocking embankment.
Equipment applied in engineering The models of 60m3/h, 100m3/h, 200m3/h, 300m3/h have been put into operation in engineering, solving these problems of sealing embankment or dam body.

Initial buckling of compressed rectangular panels with variable stiffener sizes KHVYIUZOV Arsenii1,a*, XU YuanMing1,b 1School of Aeronautical Science and Engineering, Beijing University of Astronautics and Aeronautics, Beijing, 100191, China ah-a-g@yandex.ua, bxuymg@sina.cn Keywords: Buckling strength, Thin-walled structure, Sub-stiffening, Finite Element Analysis, Structural optimization.
Introduction Thin-walled structures are widely employed elements of civil, aerospace and naval engineering.
[5] Tadao Kusuda, Buckling of Stiffened panels in elastic and strain-hardening range, Fritz Laboratory Report No. 248.2, Fritz Engineering Laboratory, Department of Civil Engineering, Lehigh University, Bethlehem, Pennsylvania, June 1958
[6] Cooper Peter B., Literature survey on longitudinally stiffened plates, Lehigh University, Fritz Engineering Laboratory Report No. 304.2, September 1963
[19] Quinn D., Murphy A., and Cervi L., Fatigue performance of aircraft panels with novel skin buckling containment features, Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, 7 June 2011

Failure Probability of Salt Rock Underground Gas Storage Cavern Based on Random Field Model of Material Parameters Jian Liu a, Juan Song b and Qiangyong Zhang c School of Civil Engineering, Shandong University, Jinan, Shandong, 250061,China alj75@sdu.edu,cn, bsongjuan@sdu.edu.cn, cqiangyongz@sdu.edu.cn Keywords: Failure Probability; Random Field; Salt Rock; Material Parameter; Underground Gas Storage Cavern; Monte-Carlo Stochastic Finite Element Method Abstract.
References [1] Einstein H.H., Baecher B: Probabilistic and Statistical Methods in Engineering Geology, Rock Mechanics Supplement, Vol.12, 1982, p. 47-61
Vanmarcke: Developments in random field modeling, Nuclear Engineering and Design, Vol. 71(3) , 1982, p. 325-327
Masrouri: Stochastic finite element method applied to non-linear analysis of embankments, Probabilistic Engineering Mechanics, Vol. 15 (3) , 2000, p. 251-259
Q.: Stochastic FEM based On local averages of random vector fields, Journal of Engineering Mechanics, Vol. 18(3) , 1992, p. 496-511