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Experimental characterization, International Journal of Impact Engineering, 25 (2001) 869‒886
Cho, Investigation into Pure Rate Effect on Dynamic Increase Factor for Concrete Compressive Strength, Procedia Engineering, 210 (2017) 11‒17
US Naval Civil Engineering Laboratory, Port Hueneme, California, 1966
Al-Amawee, The Ratio between Static and Dynamic Modulus of Elasticity in Normal and High Strength Concrete, Journal of Engineering and Development, 10(2) (2006) 163‒174
Ser.: Materials Science and Engineering, 1021 (2021) 012026

Settlement and Deformation Laws of High Loess-filled Embankment Based on Centrifugal Model Test Wei-bing Zhang 1, 2a ，lian-Tang1, 2b 1College of Civil and Hydraulic Engineering, Ning xia University in China.
He Lan Shan West Street 539, Yin Chuan city 2 Engineering Research Center Funded by Ministry of Education for Effective Utilization of modern agricultural water resources in arid areas of Ning xa,in China.
For the current engineering design and theoretical research, it has some difficulty to accurately calculate the settlement of embankment itself.
“Study on Settlement and Deformation Laws OF High Loess-Fill Embankment” in：Chinese Journal of Rock Mechanics and Engineering, Vol.24 Supp.2 (2005), 5845-5850(In Chinese) [3] Yong-jiang LIU, Wei-dong DENG, Qing YANG.
Fist-Order Rate Equations in Geotechnical Engineering .in：.Journal of Geotechnical and GeoenviromentalL Engineering, May, 2002:416-425

Tukhareli1,c 1Volgograd State Technical University, Institute of architecture and civil engineering, 1 Akademicheskaya st., Volgograd, 400074, the Russian Federation 2Volgograd State Technical University, Volga Polytechnical Institute (branch), 42a Engels st., Volzhskiy, 404121, the Russian Federation amr-reb@mail.ru, bgnedash.vlz@mail.ru, casyzv@yandex.ru.
Therefore, issues of high-temperature insulation are the most relevant in terms of reducing the amount of energy losses of thermal units of the engineering industry, metallurgy, ceramic and chemical industries.
Al-Hawas, Effects of key factors on compressive and tensile strengths of concrete exposed to elevated temperatures, Arabian journal for science and engineering, 39(6) (2014) 4507-4513
Vlasov, Efficiency improvement of heat-resistant concrete through the use of sludge technogenic raw material, Procedia Engineering, 111 (2015) 290-296
Abyzov, Lightweight refractory concrete based on aluminum-magnesium-phosphate binder, Procedia engineering, 150 (2016) 1440-1445

[2] Karol Niklas, Janusz Kozak: Experimental investigation of Steel–Concrete–Polymer composite barrier for the ship internal tank construction, Ocean Engineering Vol. 111-1 (2016), p. 449-460
[3] Nusa Setiani Triastuti, Noraya Soewarno: Innovative use of Reinforced Concrete for Sustainability of Purse Seine Boat Building in Aceh, Procedia Engineering Vol. 125 (2015), p. 899-904
Gendron: Structural modeling and testing of a concrete canoe, Ocean Engineering Vol. 34-1 (2007), p. 206-217
[5] Maxim Morency and Francois Paradis: Lightweight Shotcrete Canoe: Use of Viscosity Modifying Admixture and Acetone as Artificial Paste, Journal of Materials in Civil Engineering Vol. 18-3 (2006), p. 361-366
Ukpata: Compressive strength of concrete with rice husk ash as partial replacement of ordinary Portland cement, Scholarly Journal of Engineering Research Vol. 1-2 (2012), p. 32-36

Experimental Investigation of Trapezoidal Profile Sheeting Under Varying Shear Spans A.Siva1,a, S.Swaminathan2,b *, K.Prasanth3,c , R.Senthil4,d 1 Ph.D Research Scholar, College of Engineering Guindy, Anna University, Chennai- 600 025, India. 2 Bachelor of Civil Engineering, Prince Shri Venkateshwara Padmavathy Engineering College, Chennai, India. 3 Master of Engineering, College of Engineering Guindy, Anna University, Chennai- 600 025, India. 4 Professor, College of Engineering Guindy, Anna University, Chennai- 600 025, India.
Prajapati, M.G.Vanza, M.D.Vakil, Behavior of Cold Formed Stainless Steel Composite Deck, International Journal of Earth Sciences and Engineering, ISSN 0974-5904, Volume 04, No 06 SPL, October 2011, pp. 616-618

Buckling behavior of Optimal Laminated Composite Cylindrical Shells Subjected to axial compression and external pressure Behzad Abdi1,a,Hamid Mozafari2,b,Amran Ayob3,c,Roya kohandeld4,d, Ali Alibeigloo5,e 1,2,3 Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, UTM Skudai, Johor, Malaysia 4 Faculty of Civil Engineering, Universiti Teknologi Malaysia, UTM Skudai, Johor, Malaysia 5 Mechanical Engineering department, Tarbiat Modares University, Tehran, Iran a Behzad.abdi@gmail.com, b mozafari.h@gmail.com, c amran@fkm.utm.my, d kohandel.roya@gmail.com, e abeigloo@modares.ac.ir Keywords: Imperialist Competitive Algorithm, Genetic Algorithm, Composite, Cylindrical shell, Buckling Abstract.
Introduction Laminated composite materials find a wide range of applications in structural design, especially in the field of automotive, aerospace and marine engineering.
Laminated composite materials and structures find a wide range of applications in structural design, especially in the field of automotive, aerospace and marine engineering.
· Cost Function Engineering demands for high critical buckling load with low weight are meant to save materials, to enhance shipping and erection procedures and reduce fabrication costs.
Morowat, “Optimal stacking sequence of laminated anisotropic cylindrical panel using genetic algorithm” Structural Engineering and Mechanics, Vol. 25, No. 6 (2007) 637-652 [6] U.

Upper Bound Solution of Rationalized Janbu Method Jinhai Wang1,a, Yong Wang2,b, Hong Wang 1,c 1School of Naval Architecture and Ocean Engineering, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu P.R., China, 212003 2School of Civil Engineering and Architecture, Jiangsu University of Science and Technology, Zhenjiang, Jiangsu P.R., China, 212003 awjhai72@yahoo.com.cn, bnickcoom@126.com, cwh2900@163.com Keywords: slope stability analysis; Janbu method; rationalization; upper bound solution; reliability design Abstract: The theoretical defects of conventional Janbu method are systematically analyzed in this study.
Technology of Treatment of Slope Engineering[M].
Chinese Journal of Geotechnical Engineering, 2006(10): 1191~1197 (In Chinese) [5] Chen Z，Morgenstern N R.
Chinese Journal of Geotechnical Engineering, 1983(4): 11~17 (In Chinese) [7] Peck R.
Chinese Journal of Rock Mechanics and Engineering, 2006(2): 363~370 (In Chinese)

Engineering site was located at the test section of T-shaped bidirectional soil-cement deep mixing column on Shanghai-Hangzhou Highway, in which, the soft soil layer had a 10-20m depth.
Because the roadbed was divided into several layers to fill, whether measured value or calculated value, excess pore water pressure increased rapidly when filling soil, then dissipated slowly, which repeated until the engineering was finished completely.
Generalized composite foundation theory and engineering application.
Chinese Journal of Geotechnical Engineering, 29(1), 1-13
China Civil Engineering Journal, 32(4), 57-63

The Application of Riegl Laser Scanner in Topographic Survey YiRong Song 1,a, GuangFeng Chen 2 and QianYuan Cheng 3 1Department of Geological Engineering, Qinghai University, Qinghai Xining 2School of Earth and Space Science, Peking University, Beijing 3Gansu Province Key Laboratory of Civil Engineering Disaster Prevention and Mitigation, Lanzhou University of Technology, Gansu Lanzhou asongyirongqh@163.com Keywords: Laser scanning technique, topographic survey, surveying technology, economic benefits, social benefits.
The Engineering Application The topographic survey of the south mountain at the living quarters.
Research on laser scanner application in reversee engineering for surface.
Application of Three-dimensional Laser Scanner in Engineering.
Value Engineering, 2010, 29(9):236-

ACSE Transportation Engineering, 2004, 438-443
Theory of Composite Foundations and Engineering Applications.
China Civil Engineering Journal, 2005, 38(3):77-80(in Chinese)
ASCE Geotechnical Engineering for Transportation Projects, 2004, 1395-1402
Journal of the Geotechnical Engineering Division, ASCE, 1978, 104: 1465–1488