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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)

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-

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

Shehada2,b 1Professor of Civil Engineering, Qatar University, Doha, Qatar 2Graduate research assistant, Qatar University, Doha, Qatar aheid@qu.edu.qa, bas1206207@qu.edu.qa Keywords: Axial loading, Elastic settlement, Piles, Piled rafts, Pile settlement, Rock stiffness.
ASCE Journal of Geotechnical Engineering Division, Vol. 105, No.
ASCE Journal of Geotechnical Engineering Division, Vol. 104, No.12 (1978), p. 1465-1488
K.: Piling Engineering. 2nd Edition, Halstead Press/ John Wiley & Sons, New York (1992)
ASCE Journal of Geotechnical and Geoenvironmental Engineering, Vol. 126, No. 2 (2000), p. 189-193

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

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

Static Behavior Study for Latticed Concrete-filled Steel Tubular Wind Turbine Tower Joints Bin Li1,a, Ming Qiao1,b and Chunyan Gao 1,2,c 1Architecture and civil engineering institute, Inner Mongolia University of Science and Technology, Inner Mongolia, Baotou, 014010, China 2College of Aerospace Engineering, Nanjing University of Aeronautics and Astronautics, Jiang Su, Nanjing, 210016, China abtlibin@189.cn, b296582652@qq.com, cgao-197844@163.com Keywords: Concrete-filled steel tube, Latticed tower, Weld intersecting joint, Gusset plate joint, Static behavior.
So far, the massive research work and engineering application at home and abroad were concentrated on the weld intersecting joints and gusset plate joints with hollow steel tube.
It is recommended that in engineering design, by increasing thickness of gusset plates and setting the loop stiffeners to increase the out-of-plane stiffness and bearing capacity of joint.
[2] Bao Kanyuan, Shen Guohui, Sun Bingnan, Ye Ying and Yang Lixian: Engineering Mechanics, vol. 25(2008), p114
A: Journal of Structural Engineering, (1995)

El-Azab1, a, Sayed Mahmoud2,b and Ayman Abd-Elhameed3,c 1Faculty of Engineering, Mansoura University, Mansours, Egypt 2 Faculty of Engineering, LTH, Lund University, Lund, Sweden 3Faculty of Engineering, Helwan University, Cairo, Egypt aelseedy@hotmail.com, bmazab123@mans.edu.eg, caymanm79@hotmail.com Keywords: Earthquake, Soil-structure interaction (SSI), Shear wave velocity, Natural Period, Response, Amplification factor (AF).
While the latter exhibit a better representation of the system behavior, their implementation by the practitioner engineer is rather involved and not easily comprehended.
Moreover, two key factors that an engineer must address when designing a seismic-resistant structure are interstory drift and floor acceleration.
Luco: Soil–structure interaction and identification of structural models, (Proceedings of the ASCE Specialty Conference in Civil Engineering and Nuclear Power, Tennessee, 1980)
Chopra, in: Dynamics of structures: Theory and applications to earthquake engineering, edited by A.K.

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.

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