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., Shrinkage in reinforced concrete structures: A computational aspect (2008) Journal of Civil Engineering and Management, 14 (1), pp. 49-60
Issledovanie vozmognosti modifikacii karboksilatnikh plastifikatorov v sostave modificirovannikh betonnikh smesey [Investigation of carboxylate plasticizer modification potential in modified fine-grained concrete mixes] (2012) Magazine of Civil Engineering, 8, pp. 42-46.
Deformatsii usadki betona, modifitsirovannogo khimicheskimi i tonkodispersnymi mineralnymi napolnitelyami [Shrinkage strain of concrete, modified by chemical and fine mineral fillers] (2009) Magazine of Civil Engineering, 7, pp. 11-21.
Early-age cracking tendency and ultimate degree of hydration of internally cured concrete (2012) Journal of Materials in Civil Engineering, 24 (8), pp. 1025-1033
Issledovaniye kharakteristik nanomodifitsirovannykh sukhikh stroitelnykh smesey [Study of characteristics of nano-modified dry construction mixtures] (2011) Magazine of Civil Engineering, 2 (20), pp. 29-32.

Experimental Study on Strength Characteristics of Cement-soil under Fixed Spherical Pressure Condition SONG Xin-jiang1,a, WANG Wei2,b ,XU Hai-bo1,c 1Anhui and Huaihe River Water Resources Research Institute, Bengbu 233000, China 2Department of Civil Engineering, Shaoxing University, Shaoxing 312000, China asxj06@163.com; bwellsking.wang@gmail.com; chbxu2006@163.com Key words: cement-soil; spherical pressure condition; triaxial shear test; strength Abstract: Strength characteristics play an important role in mechanic behavior of cement-soil.
The result of this paper is helpful to the numerical analysis and practical engineering design of cement-soil foundation structures. 1 Introduction The mechanical properties of cement-soil for different projects are not the same.
So it is necessary for engineers to properly understand the mechanical behavior of cement-soil.
Proceedings of the Institution of Civil Engineers: Geotechnical Engineering, 2009, 162(2): 111-118
Key Engineering Materials Journal, 2010.439-440

Research on the construction quality control of unbonded prestressed concrete Guohui Jin1,a , Xiaodan Niu2,b, Xiaoli Wang3,c 1Architecture And Civil Engineering School, Inner Mongolia University Of Science And Technology, Baotou ,014010,China 2Architecture And Civil Engineering School, Inner Mongolia University Of Science And Technology, Baotou ,014010,China 3Baotou municipal construction commission,014030,China aemail:jinguohuimba@163.com,bemail:nxd1990@foxmail.com,cemail:497772268@qq.com Keywords:Unbonded Prestressed;Reinforced Concrete;Construction Quality;Quality Control Abstract.
In view of this, this paper analysis and inductive the main point of it from three stages: before, under and after the construction, expect to play a role of reference and guidance to the engineering practice.

Research On Precast Roof Truss Of Prestressed Concrete Square Pile Jiabin Liu1, a, Zhengxing Guo2,b, Leqi Chen3,c 1College of Civil Engineering, Southeast University, Nanjing 210096, China 2College of Civil Engineering, Southeast University, Nanjing 210096, China 3College of Civil Engineering, Southeast University, Nanjing 210096, China adndxljb@126.com, bguozx195608@126.com, cleqi.chen@gmail.com Keywords: Prestressed concrete square pile; Precast roof truss; FEA; Test; Optimization.
Journal of Geotechnical and Geoenvironmental Engineering, 2003, 129(4): 296–306
Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(10): 1216–1228
[11] Jiangsu engineering construction standard design atlas (recommended).
Jiangsu: jiangsu engineering construction standard station, 2008

Experimental Study on Infrared Radiation Changes with the Fracture and Progressive Failure of the Submarine Soft Rock Roadway Yongjun Zhang1,2,a, Liqian An3 and Xiexing Miao2 1School of Civil Engineering, Qingdao Technological University, Qingdao, 266033, China 2State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, 221008, China 3School of Mechanics and Civil engineering, China University of Mining and Technology, Beijing, 100083, China azhangyj_bull@163.com Keywords: Fracture, Infrared omen, Physical model test, Submarine soft rock, Support.
Based on the submarine soft rock supporting engineering in Beizao Mine, the physical model tests of four kinds of supports were carried out including high strength (HS) roadway without support, HS soft rock roadway with U-shape steel support (U-S-S-S), low strength (LS) roadway with bolt support (B-S), and LS roadway with U-S-S.
Acknowledgments This work was financially supported by the Natural Science Foundation of China (50904040), the China Postdoctoral Science Foundation (20090461159) and Postdoctoral Special Fund of State Key Laboratory for GeoMechanics and Deep Underground Engineering (PD1009).

Influence of fiber type on concrete flexural toughness Jianguo Han1, a, Peiyu Yan2,b 1 Department of Civil Engineering, Tsinghua University, Beijing, 100084, China 2 Department of Civil Engineering, Tsinghua University, Beijing, 100084, China ahanjg@tsinghua.edu.cn, byanpy@tsinghua.edu.cn Keywords: Concrete, Fiber, Flexural Toughness, Strength, Curing Age.
Experiment results show that under the common engineering dosage, the flexural toughness enhancing ability of end-deformed steel fiber is far more outstanding than propylene fibers, and comparing with each other, the flexural toughness enhancing ability of propylene spinning fiber is better than propylene monofilament fiber.
In this paper, the flexural toughness enhancing ability of two kinds of propylene fibers and one kind of steel fiber under their common engineering dosage were evaluated using PCER method.
Concrete of the strength grade C40, C60 and C80 were made with the mix proportion given in Table 1. three kinds of fiber ,under their common engineering dosage were added to concrete to make fiber reinforced concrete, the property and dosage of fibers are given in Table 2.

Experimental Research on Frame Structure of Light Steel Temporary Buildings Xuefeng Cai1, a, Yongchao Ma2, b, Zheng Zhang1, c, Jizhong Zhou1, d and Lei Xue1, e 1Department of Civil Engineering, Fujian University of Technology, No.3 Xue Yuan Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
China, 350108 2College of Civil Engineering, Fuzhou University, No.2 Xue Yuan Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
Just because of above characteristics, the temporary buildings are widely used in both civil and military fields.
With the development of Chinese economic level, there are more and more engineering constructions in everywhere, which increases the need for light steel temporary buildings.

Experimental Study on Seismic Performance of Steel Reinforced Concrete Column with Recycled Coarse Aggregate Hui Ma1, a , Jianyang Xue1, b, Xicheng Zhang1, c , Zongping Chen2, d 1School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, 710055, China 2College of Civil and Architectural Engineering, Guangxi University, Nanning, Guangxi, 530004, China amahuiwell@163.com,bjianyang_xue@163.com, cxicheng-zhang@163.com, dzpchen@gxu.edu.cn Keywords: recycled concrete, steel reinforced concrete column, recycled coarse aggregate, seismic performance.
(3) The SRRC columns are good enough to resist an earthquake, and it is feasible to apply the SRRC columns in the practice of civil engineering.

The experimental study of residential kitchen gradually expanding oriented structural member exhaust pipe system characteristics Yueren Wang 1, a, Bo Song 2, b, Zhiyang Su 3, c 1 Civil & Environmental Engineering College, Shenyang Jianzhu University, China 2 Civil & Environmental Engineering College, Shenyang Jianzhu University, China 3 Civil & Environmental Engineering College, Shenyang Jianzhu University, China a hj_wyr@sjzu.edu.cn, b songbo457434@163.com, c suzhiyang0131@163.com Keywords: kitchen; gradually expanding oriented structural member; exhaust pipe Abstract.

Prediction of Safety Factor for Slope Designed with Various Limit Equilibrium Methods Tarig MOHAMED1,a, Anuar KASA2,b and Mohd Raihan TAHA3,c 1Department of Civil & Structural Engineering, UKM, Malaysia 2Department of Civil & Structural Engineering, UKM, Malaysia 3Department of Civil & Structural Engineering, UKM, Malaysia atarigmohal@yahoo.com, banuar@eng.ukm.my, cdrmrt@eng.ukm.my Keywords: Slope stability, Safety factor, ANFIS, Limit equilibrium methods.