Search results

Character of Embankment Reinforced with Geotextile on Sloping Weak Foundation Jinlong Liu1, a, Jiequn Liu2,b 1 Department of Civil Engineering, Hefei University, Hefei 230022, China; 2 Department of Computer Science & Technology, Hefei University, Hefei 230022, China; aalnile@163.com, bljq109p@163.com Keywords: Road Engineering; Sloping Foundation; Finite Element Method; Embankment; Geotextile Abstract.
Chinese Journal of Geotechnical Engineering, Vol.30 (2008), p.123-127.
China Civil Engineering Journal, Vol.29(1996), p. 41-471.
Chinese Journal of Geotechnical Engineering, Vol.5(2002), p.386-388.
Journal of Traffic and Transportation Engineering, Vol.2(2002), p.41-46.

Self-reaction static loading test for the determination of pile capacity of a super high-rise building structure with super deep foundations Zhi-Yu Xiao1, a, Yong-Xin Ji1 , Xin-Gang Li1, and Yong Lei2 1 Inspection center of construction science research of Guizhou province, Guizhou, China. 2 College of Civil Engineering, Hunan university of Science and Technology, Xiangtan, Hunan, China a corresponding author: 95114333@qq.com Keywords: self-reaction static loading test, stepwise field test procedure, pile capacity, super high-rise building structure, super deep foundation Abstract.
However, it is not always cost effective especially for large-scale civil infrastructures where a huge amount of piles is often employed.
Consequently, for the practical application in civil engineering construction, the field test is still a common way for the determination of the pile capacity especially for the important large-scale infrastructures.
The full-scale test on the same location also provides a reference index to an engineer for the evaluation of ultimate bearing capacity of a single pile.
Assessment of direct CPT and CPTU methods for predicting the ultimate bearing capacity of single piles, Engineering Geology, 2009, 104(3-4), 211-222

A New Method for Forecasting of Non-point Source Pollutant Load Guang-qing Zeng1, a, Wei Zhao1,b,Biao Han1,c , Xiu-qin Bu1,d , Guo-shao Su1,e 1Environmental Engineering Research and Technology Center, Scientific Research Academy of Guangxi Environmental Protection, China 2School of Civil and Architecture Engineering, Key Laboratory of Disaster Prevention and Structural Safety of Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, Guangxi University, China a412067731@qq.com, bazf8246@163.com, cgxhanbiao@163.com, d16996991@qq.com, esuguoshao@163.com Keywords: Non-point Source Pollutant Load, Gaussian Process (GP), Machine Learning, Forecast.
The good performance of GP model makes it very attractive for a wide range of application in environmental engineering.
He : China Civil Engineering Journal.

Calculated by a space finite element model which fits the actual status and has been built with midas Civil (a integrated solution system software for bridge and civil engineering), space influence line is extracted.
(In Chinese) [2] Haoxiang He, Weiming Yan, Hua Ma, Zhuo Wang: Journal of Earthquake Engineering and Engineering Vibration.Vol.28 No.4 (2008), p.155-160.
(In Chinese) [3] Leihong Li, Qiuhai Lu, Gexue Ren: Engineering Mechanics.Vol.19 No.1 (2002), p.109-114.
(In Chinese) [5] Xueshan Yang, Xingmi Hou, Zhenpeng Liao, Zhenping Huang: China Civil Engineering Journal.Vol.35 No.2 (2002), p.92-96.
(In Chinese) [7] Xiaonian Li, Airu Chen, Rujin Ma: China Civil Engineering Journal.Vol.46 No.3 (2013), p.79-84.

Energoeffektivnost v stroitelstve: voprosyi normirovaniya i meryi po snizheniyu energopotrebleniya zdaniy [Energy efficiency in buildings: the problems of standardizing and measures to reduce the energy consumption of buildings] (2010) Magazine of Civil Engineering, 1, pp. 9-13.
Influence of building envelope thermal protection on heat loss value in the building (2012) Magazine of Civil Engineering, 8 (34), pp. 4-14
Energy performance of a ventilated faсade by simulation with experimental validation (2014) Applied Thermal Engineering, 66, pp. 563-570
Navesnyie ventiliruemyie fasadyi: obzor osnovnyih problem [Ventilated facades: a review of the main problems] (2010) Magazine of Civil Engineering, 5, pp. 7-10.
Inconsistency in Russian and international standards in the determination of the design values of thermal conductivity of building materials and products (2013) Magazine of Civil Engineering, 7 (42), pp. 7-14

Strength, ASR and chloride penetration of mortar with granite waste powder MATOS Ana M.1,a, RAMOS Telma2, b and SOUSA-COUTINHO J.3,c 1 Researcher at LEMC, Department of Civil Engineering, Faculty of Engineering of University of Porto, Portugal 2 Researcher at LABEST, Department of Civil Engineering, Faculty of Engineering of University of Porto, Portugal 3 Associated Professor, Researcher at LABEST, Department of Civil Engineering, Faculty of Engineering of University of Porto, Portugal aanamatos@fe.up.pt, btelmajr@fe.up.pt, cjcouti@fe.up.pt Keywords: Granite waste, supplementary cementing materials, mortar, durability, sustainability.
[5] Gonçalves, J., P., Using the cutting granite waste (RCG) as addition to producing concrete, Federal University of Rio Grande do Sul, postgraduate program in Civil Engineering, Brazil, 2000
ARPN Journal of Engineering and Applied Sciences.
[12] National Institute of Engineering Technology and Innovation, I.P: http://rop.ineti.pt/rop/FormProduto.php?

Model reuse technology in building electrical parameters design Hongke Pu1, a*, Qingchao Wei1,b 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China apeakhill@163.com, bqcwei@bjtu.edu.cn Keywords: Building electrical design, parameterization, reuse technology, CAD, secondary development.
Design reuse through the reuse of the existing design elements to improve speed and quality of design[2,3], it is widely used in mechanical engineering and software engineering, and other fields, its application in construction engineering fields there are urgent needs and great potential applications.
The design engineer can carry on the equipment layout, fast and efficient batch edit, thus reducing repetitive work.
Chinese Journal of Mechanical Engineering：English Edition, 2005, l8(1)：p.132-138 [6] Demian P, Fruchter R.
Journal of Computing in Civil Engineering, 2005, 19(2)：p.119-136

On the Important Mechanical Properties of Rubber-Sand Korhan Adaliera and Ahmet Pamukb Civil and Environmental Engineering, Florida State University at Panama City, Florida, USA akadalier@pc.fsu.edu, bapamuk@pc.fsu.edu Keywords: Scrap tires, Rubber-Sand, Geo-material, Mechanical Properties, Laboratory Testing.
Acknowledgements The tests were performed at Nanyang Technological University (NTU)-Singapore by Civil Engineering students J.
J Geotechnical and Geoenvironmental Engineering, ASCE 1999; 125(2):132-140
Civil Engineering Magazine, ASCE, New York, January 1989
Engineering properties of tire chips and soil mixtures.

, engineering subcontractor, force majeure
(3)Cross-sea bridge construction contract covers a wide range Signed a construction contract shall comply with the "Contract Law", "General Principles of Civil Law, Bidding Law", but also may be involved in the "Notary temporary conditions, the Arbitration Law, Civil Procedure Law, Standardization Law, land Management Law "," Cultural Relics Protection Law, guarantee Law, insurance Law, environmental Noise pollution Control Act, waterway traffic management regulations "," anti-Unfair Competition law and other laws and regulations.
The contents of the contract to be legal, the legality of the content embodied in the terms of the engineering contracts.
Transaction of the American Association of Cost Engineers, (1996)
Project Management for Engineering and Construction.

The Structural Engineer, Vol. 74, pp 210 - 211
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, Vol. 149, Issue 2, pp 103-113
Engineering Structures, Vol. 25, pp 713-728
The application of auto-regressive time series modelling for the time-frequency analysis of civil engineering structures.
Engineering Structures, Vol. 23, pp 521-536.