Search results

Cement and concrete as an engineering material: An historic appraisal and case study analysis. – Engineering Failure Analysis. – Volume 40, May 2014, pp. 114–140 [6].
Degradation of Cement and Concrete – Reference Module in Materials Science and Materials Engineering. – Shreir's Corrosion, 2010, pp. 2348–2368 [13].
Superplasticizers and the rheology of concrete. – Understanding the Rheology of Concrete. – A volume in Woodhead Publishing Series in Civil and Structural Engineering. – 2012, pp. 144–208 [14] Li Z.J.
Coupling between mechanical damage, temperature, and permeability of concrete: experimental and some numerical studies. – Proceeding of the 1st International Conference on Performance-Based and Life-Cycle Structural Engineering, Hong Kong, China (December, 5–7 2012), pp. 906–917 [20].

Experimental Fracture Toughness Study for Some Modified Asphalt Mixtures Hamid Behbahani1,a, Mohammad Reza Mohammad Aliha2,b, Hassan Fazaeli1,c and Somayeh Aghajani1,d 1School of Civil Engineering, Iran University of Science and Technology (IUST), Narmak, 16846-13114, Tehran, Iran 2Welding and Joining Research Center, School of Industrial Engineering, Iran University of Science and Technology (IUST), Narmak, 16846-13114, Tehran, Iran abehbahani@iust.ac.ir, bmrm_aliha@iust.ac.ir , cfazaeli@iust.ac.ir, ds_aghajani@civileng.iust.ac.ir Keywords: Asphalt mixtures, Additives, Fracture toughness, Low temperature, Experimental study Abstract.
Gallegos, Rheological characteristics of ground tire rubber–modified bitumens, Chemical Engineering Journal. 89 (2002) 53 – 61
Yadollahi, High and Low Temperature Properties of FT Paraffin Modified Bitumen, Advances in Materials Science and Engineering
Ayatollahi, Mixed mode fracture resistance of asphalt concrete mixtures, Engineering Fracture Mechanic 93 (2012) 153-167

(a) (b) (c) Figure 1. a)- CLB specimens, b)- TS in the L direction, c)- TS in the N direction. 2.1 Non-destructive testing The estimation of the dynamic modulus of elasticity and the dynamic transverse deformation modulus was performed using the sonelastic test system, HZ model, manufactured in Brazil by the company "ATCP Physical Engineering."
Civil Eng. 23 (7), (2011) 1036-1042
Mantilla, GluBam beams: Influence of the roughness of the bamboo laminas on the shear stress and the sliding modulus of bonded joint, Biosystems Engineering. 203 (2021) 98 e 108
Ramage, Effect of processing methods on the mechanical properties of engineered bamboo, Constr.
Kouba, Comparison between static modulus of elasticity, non-destructive testing modulus of elasticity and stress-wave speed in white spruce and lodgepole pine wood, Wood Material Science & Engineering. 9 (2021) 1-11

Preparation and Properties of a New Type of Coal Dust Suppressant Chuan Zhanga*, Xiangbin Xub and Qingsong Zhangc China Coal Technology Engineering Group Chongqing Research Institute, Chongqing, 400037, China a348000036@qq.com, b7991155@qq.com, c375012563@qq.com Keywords: Coal dust pollution, dust suppression, polymer, open-air coal yard Abstract.
In addition, The MA not only can be used in open coal piles and coal storage yards, but also in civil construction, slag yards, collection stations and other places which are prone to dust.
Acknowledgments The authors acknowledge the financial support provided by the surface project of China Coal Technology Engineering Group (2019-TD-MS019) and the surface project of China Coal Technology Engineering Group (2018-TD-MS077).
Yin, Prevention and control of environmental pollution in coal yard of thermal power plant,Environmental engineering. 36(2018)93-96
Cui, Application of closed stockyard in the closed reconstruction of Shougang raw material yard,Engineering and technology. 2(2015)3-9

Studies on RC Beams Strength with Steel Wires Using Nolinear Finite Element Method Cao Song 1, Jingya Zhou1, Hongmei Zhang 1,a, * 1Structural engineering disciplines of Yanbian University in Yanji, Jilin ,133002,China ahmzhang@ybu.edu.cn; *Corresponding author Keywords: High strength steel wire mesh; Concrete structure; Reinforcement; ANSYS Abstract: High strength stainless steel wire mesh-polymer mortar reinforcement method was a kind of advanced reinforcement technique.The present study attempted to do a model analysis on the test of the high strength steel wire mesh-polymer mortar reinforcement of less stress beams by using finite element software ANSYS.
(3)The precision of calculating formula of the simplified ultimate bending can meet the engineering design requirements, and can be used for reinforcement design guidance
Stainless steel wire mesh - permeability polymer mortar ductility of reinforced concrete slabs assessment [R], Tsinghua University, Department of Civil Engineering, 2000.
Engineering and Retrofitting .2011.
Engineering and Retrofitting, 2009.

Aluminium alloys have found wide application in the civil engineering and transportation industry, particularly in the constructions of high-rise buildings, bridges, in automobile and airline industry, where its combination of low weight (one third the weight of steel for equal volumes) and maximum strength is even more critical.
Archives of Materials Science and Engineering, vol.28, issue 8 (2007) 453-460
J. of Achievements in Materials and Manufacturing Engineering, vol.27, issue 1 (2008) 83-86
Materials Science & Engineering A, vol. 631 (2015) 196-200
Materials Science & Engineering A, vol. 361, issues 1-2 (2003) 240-248

., Materials Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq. 2MSC.
Student, Materials Engineering Department, Al-Mustansiriyah University, Baghdad, Iraq abesma.m.alazzawi@gmail.com, bbaraamahdi20@gmail.com Keywords: polymer-cement, post-cure, epoxy, resin Abstract.
One such try is polymer- cement, which is prepared by the modifying polymer additives such as dispersible polymer powders, latexes, water-soluble polymers, liquid resins, and monomers with ordinary cement mortar.[1] then, a recurrent interest has established itself, in the field of construction.[2] They continue to be very promising materials for new uses chiefly for tile adhesives, cover-up coatings, , coatings, attractive coating, and thermal insulation; they are used also for the healing of civil engineering structures in the field of community works, and in some road applications as well.[3] Aggarwal, et al 2007 [4].
Khattab, Effect of gamma irradiation on polymer modified white sand cement mortar composites, Journal of Industrial and Engineering Chemistry, 20 ( 2014 ) 1-8
Journal of Engineering and Sustainable Development. 21(3) (2017) 156-66

Fracture Properties of Softwood under Mode I Loading Perpendicular to the Grain ∗ Mingbao Li1,a, Jun Cao 2,b and Shiqiang Zheng3,b 1 School of Civil Engineering, Northeast Forestry University 2 School of Electromechanical Engineering, Northeast Forestry University No. 26 Hexing Road, Harbin, 150040, China a pei729@163.com, blaomao430@yahoo.com.cn, czsqrq@yahoo.com.cn Keywords: Wood; Mode I fracture; Fracture criterion; Plastic zone Abstract.
Although cylindrical orthotropy is a rather coarse conceptualization as it neglects effects such as radial variation in the growth rings, and taper, crook and sweep in logs, the assumption of equivalent uniform structures in the longitudinal direction is of great significance in the engineer design [4-7]
Engineering fracture mechanics, vol. 68(2001), p.549-563 [3] M.F.
Engineering Fracture Mechanics vol. 69(2002), p.745-760 [7] S.

Simulation of the Seepage Field in the Danjiangkou Reservoir Area Xiangdong Xie1, a, Lihua Xu2,b 1School of Architecture Engineering, Xiangfan University, Hubei Xiangfan, 441053, China 2 School of Civil Engineering, Wuhan University, Wuhan, Hubei, 430072 China axiangdongxie@163.com;bxulihua-d@126.com Keywords: Reservoir-induced seismicity;Geological structure;Seepage field;Pore hydraulic stress.
Danjiang fracture Wafangchang-zhoushan fracture Gonglu fracture Junyun fracture Danjiang fault Gonglu fault Junyun fault Reservoir area Fault reservoir calculation range Fig.1 The range of calculation model Fig.2 3D calculation model of the reservoir area Model building For fluid-solid coupling problem, especially complex large engineering fluid-structure coupling problem, analytical solution is not possible, the only feasible way is to solve the numerical solution.
Chinese journal of rock mechanics and engineering. 2004, 23(23): 4017~4021(in Chinese)
Journal of hydraulic engineering, 2005, 36(7): 863~869 (in Chinese)

Electro-Osmotic Pulse Technology for Corrosion Prevention and Control of Water Intrusion in Below Grade Concrete Structures Vincent Hock, Orange Marshall, Michael McInerney, and Sean Morefield Engineer Research and Development Center, Construction Engineering Research Laboratory, 2902 Newmark Drive, Champaign, IL 61822-1076, USA vincent.f.hock@erdc.usace.army.mil, orange.s.marshall@erdc.usace.army.mil, michael.k.mcinerney@erdc.usace.army.mil, sean.morefield@erdc.usace.army.mil Keywords: concrete, corrosion, electro-osmosis, electro-osmotic pulse, moisture mitigation underground structure, water intrusion, waterproofing Abstract.
Electro-osmosis has been used in civil engineering to dewater dredgings and other high water content waste solids, consolidate clays, strengthen soft sensitive clays, and increase the capacity of pile foundations.
To evaluate the forces in concrete, the Engineer Research and Development Center, Construction Engineering Research Laboratory (ERDC-CERL) set up a test looking at specimens − − + + − −−− + +++ − −      + +∇+−= ρ ρ ρ ρ νη ρ ν ρ grad m kT grad m kT m ez m ez pgradg dt d 02 v vwith different water permeabilities made through varying the water-cement ratios.