Search results

Study the Axial Force-time History of Reinforced Retaining Wall Under Earthquake Loading Liang Jia College of Civil Engineering; Lanzhou University of Technology, P.R.China, 730050 jialiang1949@163.com Keywords: Reinforced Retaining Wall, Numerical Analysis, Axial force-time history.
Engineering situation A certain reinforced retaining wall is 6.0 m high.
Geotechnical and geoenvironmental engineering, ASCE, 2004, 130(1):45-57.

Theoretical Study on Seismic Behavior of LYTAG Concrete Linchun Zhang School of Civil Engineering, Sichuan College of Architectural Technology, Deyang 618000, China zhanglinchun1980@126.com Keywords: LYTAG concrete; seismic; ANSYS; ductility Abstract: In order to estimate seismic behavior of LYTAG concrete, the seismic behavior of ordinary concrete have been studied in comparison with LYTAG concrete in this article.
These shortcomings limit the application of common concrete in some special engineering.
[4] Wen-I Liao, Chin-Hsiung Loh, etc, “Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions,” Engineering Structures, vol. 6, pp.2173-2183, 2004.

A Simplified Transfer Matrix Method for Horizontal Seismic Response of Wall-Frame Structures Considering SSI Shuo-ying Zhang1,a , Ming-tao Li 2,b 1School of Human Settlement and Civil Engineering, Xi’an Jiaotong University, Xi’an, China 2China Railway First Survey & Design Institute Group CO., LTD.
Leoni: Soil Dynamics and Earthquake Engineering.
Liao: Introduction to wave motion theories for engineering.

Effect of Crushed Clay Brick as Coarse Aggregate on Creep Behavior of Concrete Syed Ishtiaq Ahmad a and Sushanta Roy b Department of Civil Engineering, Bangladesh University of Engineering and Technology, Dhaka 1000, Bangladesh asiahmad@ce.buet.ac.bd, bsushanta@mcsconsultancy.com Key words: Bricks, Clay, Stone, Aggregates, Creep, Concrete Abstract.
Based on the data obtained from the experimental works carried out at Bangladesh University of Engineering & Technology, Dhaka for concrete having characteristic compressive strength of 17.2 N/mm2 and 27.5 N/mm2, a comparative study is conducted to examine the differences in creep behavior for concrete made from two different types of coarse aggregates i.e. brick and stone chips.

Influence of Damaged Pavement on Saturated Headway and Average Travel Speed of Urban Road Section Lixin Wu1, a, Guozhu Cheng2,b * 1 School of Communication Science and Engineering, Jilin Architectural and Civil Engineering Institute, 5088 Xincheng Street, Changchun 130118, China 2 School of Transportation Science and Engineering, Harbin Institute of Technology, 73 Huanghe Road, Harbin 150090, China awulixinjt@126.com, bguozhucheng@126.com(*corresponding author) Keywords: damaged pavement; urban road section; headway; average travel speed Abstract.

Hebbal, “CFD Anlysis of Pulverised-Coal Combustion of Burner Used In Furnace with Different Radiation Models”, Journal of Mechanical and Civil Engineering, Vol 5 (2013) 25-34 [4] Ryoichi Kurose, “Numerical Simulations of Pulverized Coal Combustion”, KONA (Review) in press [5] Efim Korytnyi, Roman Saveliev, Miron Perelman, Boris Chudnovsky, Ezra Bar-Ziv, “Computational fluid dynamic simulation of coal-fired utility boilers: An engineering tool”, Fuel 88 (2009) 9-18 [6] T.
Jin, “Numerical simulation of pulverized coal combustion and NO formation”, Chemical Engineering Science 58 (2003) 5161-5171 [8] Choeng Ryul Choi, Chang Nyung Kim, “Numerical investigation on the flow, combustion and NOx emission characteristics in 500 MWe tangentially fuel pulverized coal boiler”, Fuel 88 (2009) 1720-1731 [9] Cristiano V. da Silva, Maria Luiza S.

The Modified Cam-Clay Model and The Constitutive Relation Principle of Thermodynamics with Internal Variables Jingyu Chen1, a, Ying Hai2,b 1School of Civil Engineering and Architecture, Jiaxing University, Jiaxing 314001, P.R.
China 2School of Mechanical and Electrical Engineering, Jiaxing University, Jiaxing 314001, P.R.
Chinese Journal of Geotechnical Engineering, 1981, 3(3): 10－18.

The role of nanoporous biochars functional groups for immobilization of heavy metals in aqueous solution Ahmad Khodadadi Darban1,a, Hoda Arabyarmohammadi1,b, Mahmoud Abdollahy1,c, Bita Ayati2,d 1Department of Mineral Processing Engineering, Tarbiat Modares University, Tehran, Iran 2Department of Civil and Environmental Engineering, Tarbiat Modares University, Tehran, Iran a akdarban@tmu.ac.ir b h.arabyarmohammadi@tmu.ac.ir c minmabd@tmu.ac.ir d ayati_bi@tmu.ac.ir Keywords: Biochar, immobilization, nanoporous, pulp and paper residues.
This structure is proved to affect essential soil properties such as cation exchange capacity (CEC), pH, and retention of water and nutrients[4] yet, fundamental knowledge of the sorption mechanism is needed for engineering chars to be used in environmental applications.

Stressed State in the Roller Contact Zone (Area) and the Bearing Ring Finite Length Soldatenko Andrey1,a, Ao Hongrui1b,(Professor) Jiang Hong Yuan1,c, Privalihin Ruslan2,d and Danilov Alexandr2,e 1School of Mechatronics Engineering, Harbin Institute of Technology, Harbin, China 2Oil and Gas Department, Siberian Federal University, Krasnoyarsk, Russia asoldatenko.af@gmail.com, bhongrui_ao@hit.edu.cn, cjhy_hit@sina.com, dglobalsds@bk.ru, edanilov_ak@mail.ru Key words: End effect, contact stress, Hertz problem, rolling contact bearing.
Trans Civil Engineering and Structural Mechanics, Russia, Leningrad, "Put", (1924), p. 27-108 [3] Strength, stability, oscillations: A Handbook, Volume 2 edition by I.A. 
Smalyuk: ANSYS to Engineers.

Variational Principle of Carbon Nanotubes with Temperature Changes Based on Nonlocal Euler-Bernoulli Beam Model Tao Fan College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China, 150001 fantao19812005@yahoo.com.cn Keywords: carbon nanotubes; temperature changes; variational principle; nonlocal Euler-Bernoulli Beam Model; critical buckling load.
Acknowledgments: This work is supported by the fundamental research foundation of Harbin Engineering University under Grant No.002020260728.