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Research review on bearing capacity of pile foundation under complex loads Jianwei Zhang 1,2, a, Qingmei Kong 1,b and Bo Wang 2,c 1 School of Civil Engineering and Architecture, Henan University, Kaifeng, 475004,China 2 College of Water Conservancy & Environmental Engineering, Zhengzhou University, Zhengzhou, 450001, China azjw101_0@163.com, bameispring@163.com, cwangbo@zzu.edu.cn Keywords: bearing capacity; inclined loads; pile.
This indieates that the presented approach is feasible and applicable in engineering practice.
“BEHAVIOR OF PILES UNDER INCLINED LOADS BY THE IMPROVED FINITE ELEMENT-FINITE LAYER METHOD”, ENGINEERING MECHANICS, 2004, 21(3):129-133
“Numerical investigation on interaction of axial and lateral response for super-long pile”, HYDRO-SCIENCE AND ENGINEERING, 2009, (2):15-20
“Amodel test study on displacement of piles under inclined and eccentric loads in layered soils”, CHINA CIVIL ENGINEERING JOURNAL, 2006, 39(12):95-99.

This volume contents include both theoretical, experimental and numerical developments, providing a self-contained major reference that is appealing to both the scientists and the engineers.
The topics that will be presented in this Volume will be going to the encounter of a variety of scientific and engineering disciplines, such as chemical, civil, agricultural, mechanical engineering, etc.

Aiming to the advances of Intelligent Materials and Measurement, 2013 International Conference on Intelligent Materials and Measurement (ICIMM 2013) is an annual conference to call together researchers, engineers, academicians as well as industrial professionals from all over the world to present their research results and development activities in Intelligent Materials and Measurement.
ICIMM 2013 is sponsored by Information Engineering Research Institute.
Semenistaya introduced the new achievements of selective chlorine sensor in Russia; Wood Materials Applied in Civil Engineering and Wood Industry Management in Latvia: Case Study" from Latvia by Kristine Fedotova introduced Wood Materials and Wood Industry Management.

However, the study and application of the BFRP sheets in civil engineering are relatively new.
China Civil Engineering Journal. 39(2006) 13-20
China Civil Engineering Journal. 38(2005) 70-76
Engineering Mechanics. 2 (2009) 115-130
College of Engineering. 2002

Experimental Research on Using Heat Shrinkable Material to Protect Prestressed Anchor Li Zhu1,a, Tianxing Cheng2,b, Eryu Zhu1,c, Xiaoyin Lv1,d, Yongzheng Zhou1,e 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044，China 2 Department of Civil Engineering, Tsinghua University, Beijing 100084, China a08231061@bjtu.edu.cn, bhk_cheng@126.com, ceyzhu@263.net, dlvxiaoyin@yahoo.cn, ezyz_zhou@sina.com Keywords: prestress engineering, prestressed anchor, heat shrinkable material, sealing technology of anchor, electrical insulation, sealing, anti-stripping, durability Abstract.
(In Chinese) [2] Chen Xu Gang, Zhao Bin, Lu Wensheng: Structural Engineer, Vol. 25, NO.6 (2009).
(In Chinese) [3] HufangJian, Li Guoping: Structural Engineer, Vol. 24, NO.6 (2008).
(In Chinese) [5] Qin Netherlands Ying, Zhao Yanlin: Structural Engineer, Vol. 26, NO.1 (2010).
(In Chinese) [16] Petroleum Engineering building construction standard committee: SY / T 4054, (2003).

Journal of Structural Engineering, 47A(3), 9-18
Procedia Engineering,31, 348-353
Structural Engineering and Mechanics, 23(1), 75-95
Journal of computer Aided Civil and Infrastructure Engineering, 23(5), 339-359 [17] Ricardo Zaurin, and F., Necati Catbas, (2011).
Journal of Structural Engineering, 123(6), 792-798

Simulation of Dust Control in Coal Mining YANG Xiudong and JIN Longzhe Civil and Environmental Engineering Institute, University of Science and Technology Beijing, Beijing, China xiudongyang@yeah.net Keywords: Dust Control, Structural Engineering, Coal Mining, CFD Abstract.
Journal of Fluids Engineering, Vol.117 (1995), p.208
Mining Engineering (London), Vol.154 (1994), p.151

Modeling the Thermal Effects of Fire on Steel-Reinforced Concrete Slabs with a Corrugated Profile FEDCHENKO Svitlana1, a*, NUIANZIN Oleksandr1, b, STEPANENKO Vitalii1, c, and VEDULA Serhii1, d 1National University of Civil Defence of Ukraine, 8 Onopriienko str., Cherkasy, Ukraine, 18034 afedchenko_svitlana@nuczu.edu.ua, bnuianzin_oleksandr@nuczu.edu.ua, cstepanenko_vitalii@nuczu.edu.ua, dvedula_serhii@nuczu.edu.ua Keywords: fire, safety, steel reinforced concrete, modeling, slab, furnace, heating, fire resistance, testing, temperature.
To solve the heat engineering problem, mathematical (numerical) methods were used, based on solving systems of differential equations of continuous media such as the Navier-Stokes equation and the Fourier heat conductivity equation.
And the orientation of the tested elements does not affect the temperature distribution over the outer surface of the corrugated profile of a reinforced concrete slab in the simulated furnace. 1 Formulation of the Problem Steel-reinforced concrete structures are widely used both in the field of public construction and in the creation of protective structures of civil protection.
Scientific bulletin: Civil protection and fire safety. 1 (2(18)) (2024) 4–12

Experiment on Bending Performance of Double Mixing HPC Concrete Beam under the Artificial Climate Environment Lv Henglin1, a, Ji Qian1, b, Yi Yongsheng2, c, Li Yan1, 3, d, Zhu Xiaowen1 1 School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, Jiangsu, China, 221116 2 Xuzhou Architectural Design & Research Institute Ltd., Xuzhou, Jiangsu, China, 221000 3 School of Civil Engineering, Xuzhou Institute of Technology, Xuzhou, Jiangsu, China, 221000 ahenglinlv@cumt.edu.cn, bjjjqqqily@163.com , c yys7699@163.com, d liyan@xzit.edu.cn Key words: climate conditions; double mixed; simply supported beams; bending performance; HPC Abstract: Through the experiment on HPC beam which is subject to artificial climate conditions and indoor natural environment, section strain, beam load-deflection curve, failure and cracks are studied.
China civil engineering journal, 34(2001), 47-52
[5] Fan Y F, Zhou J, Feng X, Prediction of Load Carrying Capacity of Corroded Reinforced Concrete Beam, China Ocean Engineering, 18(2004), 107-118

The Effect of the Diameter of Carbon Nanotube on the Mechanical and Electrical Properties of Cement Mortar Yanfeng Wang1, a*, Hui Hu2, b, Chuiqiang Rong3, c 1Department of Civil Engineering, Shantou University, Shantou 515063, China 2Qingyuan Construction Engineering Quality Inspection Station, Qingyuan 511500, China 3Department of Civil Engineering, Shantou University, Shantou 515063, China ag_sfwang@stu.edu.cn, bqianmu1990@foxmail.com, cimrcq@126.com Keywords: Carbon nanotube, Cement, Conductivity, Flexural strength, Compressive strength Abstract.
Introduction Cementitious materials are the primary materials in civil engineering, such as bridges, high Buildings, pavements and runways for airport.