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Journal of Earthquake Engineering and Engineering Vibration, 2003,23(5) :32-37.
Journal of Earthquake Engineering and Engineering Vibration, 2002(1):21-27.
Journal of Earthquake Engineering and Engineering Vibration, 2006,26(5):1-6.
Journal of Earthquake Engineering and Engineering Vibration, 2006,26(5): 7-13.
China Civil Engineering Journal, 1998,31(3):55-64.

Interaction of Semi-Cylindrical Gap and Multiple Shallow-buried Cavities and Inclusions HongLiang Li 1, a, Dan Sun1,b 1Department of Engineering Mechanics, College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Harbin, 150001, China aleehl@sina.com, bsundan_q@126.com Keywords: semi-cylindrical gap; shallow-buried cavity; shallow-buried inclusion; Green’s Function; dynamic stress concentration factor Abstract.
In mechanical engineering, earthquake engineering and modern municipal construction, It can be found that there are shallow-buried cavity or inclusion structure everywhere.
Introduction In mechanical engineering，earthquake engineering and modern municipal construction, It can be found that there are Semi-cylindrical gap and shallow-buried cavity or inclusion structure everywhere.
The problem of scattering of SH wave by multiple shallow-buried cavities and inclusions is one of the important and interesting questions in earthquake engineering for the latest decades.
Key Engineering Materials,Vol.417-418(2010),p.145-148

Test and analysis of ice storage and discharging characteristics in ice storage engineering Yi Luo1, a , Rongsheng Ma1,b and,Guangyuan Liu1,c 1College of Energy and Power Engineering, Yang Zhou University, Yangzhou225127, China aemail:yluo@yzu.edu.cn,bemail: mrsyzdx@126.com,cemail: chris10000@163.com Keywords: Ice storage,Coils, Ice discharging,Test, Performance coefficient (COP) Abstract：Tests an ice storage engineering of library in Yangzhou,measures ice storage capacity, power consumption of refrigerators, ice discharging capacity and power consumption of pumps.Calculates and analyzes performance coefficient of the ice storage system and electricity cost per discharged capacity.The results are useful for design and optimal operation of ice storage system.
In this article, an ice storage engineering of library inYangzhou is tested , measures ice storage capacity, ice discharge capacity, power consumption of refrigerators and power consumption of pumps, calculates and analyzes performance coefficient of ice storage system and electricity cost per discharged capacity.The results are useful for system optimal operation and engineering design.
In Chinese [4] Lei Zhang , Jilou Wang,Economical Contrast of the Ice Storage Air Conditioning System and Conventional Central Air Conditioning System,Journal of Beijing University of Civil Engineering and Architecture.24 (2008)9-13.

Liu, Review Paper: Health Monitoring of Civil Infrastructure.
Brownjohn, Structural health monitoring of civil infrastructure.
Ocean Engineering. 43(0) (2012) 23-31
Aquacultural Engineering. 42(2) (2010) 90-101
Ocean Engineering. 38(13) (2011) 1545-1554

The Finite Element Analysis on Foundation Supported with Composite Soil Nailing Yuyong Fu a, Shuwang Yan b School of Civil Engineering, Tianjin University, Tianjin 300072, China a earth0101@163.com, bchenmengqihui@126.com Key words: Composite Soil Nailing, Numerical analysis, Foundation supporting Abstract.
Introduction Soil Nailing supporting is widely used in the field of Chinese civil engineering in recent years, which means that put the densely disposed long thin soil nail into the In-situ soil and spray the concrete surface layer on the slope surface in the excavation processes of the foundation.
Being economical, reliable and convenient constructing, Soil Nailing supporting is promptly spread and applicated in foundation engineering.
Practical Engineering Analysis of Composite Soil Nailing Walls Engineering Concept.
[2] Chen Zhong han, Huang Shu yi, Chen Li ping, Deep Foundation Pit Engineering, M CHINA MACHINE PRESS 1999:245-263

Pseudo-dynamic Test of Brick Masonry under Different Earthquake Motion Dong An1, a, Tiejun Qu2, b and Jianwen Liang1, c 1School of Civil Engineering, Tianjin University, Tianjin, 300072, China 2College of Architecture and Civil Engineering, North China University of Technology, Beijing, 100144, China ahadesloveln@163.com, bqutiejun18@163.com, cliang@tju.edu.cn Keywords: Tie-column, Ring-beam, Pseudo-dynamic test, Hysteretic Curve Abstract.
Mayes: Journal of Structural Engineering Vol.116 (1) (1990) p.257
Mander: Earthquake Engineering & Structural Dynamics Vol.39 (1) (2010) p.45
Bruneau: Journal of Structural Engineering-Asce Vol.129 (6) (2003) p.708
[11] Fu sheng Zhou, Xun Guo, Zhihua Zheng, Mao Guo cheng: Journal of Earthquake Engineering and Engineering Vibration, (06) (2002) p.58.

PSD replication tests are widely used in civil engineering, aerospace and vehicle engineering etc.
Journal of Earthquake Engineering and Engineering Vibration.
Journal of Vibration Engineering.
Journal of Earthquake Engineering and Engineering Vibration.
Journal of Vibration Engineering.

SHEAR RESISTANCE ENHANCEMENT OF OIL-CONTAMINATED RAILTRACK BALLAST WITH RUBBER CIRCULAR PATCH FORMULATION SITI FARHANAH SM JOHAN1, a * and CHAN CHEE MING 2, b 1Post-graduate student of Railway Engineering Division, UTHM, 86400 Johor, Malaysia 2Associate Professor, Faculty of Engineering Technology, UTHM, 86400 Johor, Malaysia a gg130007@siswa.uthm.edu.my , b chan@uthm.edu.my Keywords : Ballast, Rubber, Oil contamination, Shear box test, Deformation Abstract.
REFERENCES [1] British Standards Institution. (1990): Methods of tests for soils for civil engineering purposes, Part 7, BSI, London [2] Cho, Y., Park, D.S., Lee, J.Y., Jung, W.S., Kim, H.M. and Lim, J.L. (2008), “Dry Cleaning of Railroad Ballast Gravels by Blasting with Thermossetting Plastic Resin Powder,” Korea Railroad Research Inst.
Conference of Soil Mechanics and Geotechnical Engineering; 2001; Istanbul: 2093–2096 [7] Khabbaz, H. & Indraratna B. (2009), “Development of a Smart Tool for Capturing Novel Advancement in Ballasted Rail Track Substructure,” Conference Paper Published in 8th International Congress on Civil Engineering [8] Kim, D. and Ha, S. (2014), “Effects of Particle Size on the Shear Behavior of Coarse Grained Soils Reinforced with Geogrid,” Journal of Materials, ISSN 1996-1944
[9] Mackenzie, J.M.W. (1970), “Interaction between oil drops and mineral surfaces”, Society of Mining Engineers, AIME, Transaction, 247, pp. 202-208 [10] Mulligan, C.N., Yong, R.N. and Gibbs, B.F. (2001), “Surfactant-enhanced remediation of contaminated soil: a review,” Engineering Geology, 60(1–4), 371–380
,Indraratna, B., Rujikiatkamjorn, C. and Marin, M. (2012), “Effect of coal fines on the shear strength and deformation characteristics of ballast”, Conference on Geomechanics: Ground Engineering in a Changing World (pp. 451-456).

Review of Research on Special Load and Vibration Behavior of Shaft Tower Structure Junfeng Hou1, a, Sanqing Su2,b , Sheliang Wang3,c ,Kaifeng Cheng2,d 1Key Lab of Structural Engineering and Earthquake Resistance, Ministry of Education, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, 710055, China 2College of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi, 710054, China 3College of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, Shaanxi, 710055, China ahnlyhjf@yahoo.com.cn, bsussq@sina.com, cwangshel@yahoo.com.cn, dchkf1234@163.com Keywords: Shaft Tower Structure, Special Load, Vibration Reduction, Seismic Behavior, Dynamic Characteristic.
Coal Engineering, No.1, P34-39, 1987
Earthquake Engineering and Engineering Vibration, V5, No.2, P73-86, 1985
Coal Engineering, No.7, P60-66, 1986
Coal Engineering, No.9, P36-40, 1981

Numerical Analysis and Experimental Study on Consolidation of the Squeezed Branch Pile Yajun Yin1,a, Guanghan Xu2,b, Yongmei Qian2,c 1Jilin Architectural and Civil Engineering Institute Survey Company,Changchun,China 2Jilin Jianzhu University,Changchun,China a1638715111@qq.com, b513917884@qq.com, c654675316@qq.com Keywords: the Squeezed Branch Pile; Consolidation; Settlement; the Finite Element Method Abstract.
The experience of other parts have the obvious feature of the local engineering geology.
It has important engineering significance for specification revision of the pile foundation in Changchun area[1].
Pile testing is undertaken by the Jilin Architectural Engineering Institute survey companies.
Civil Engineering Journal, 2004, 37 ( 2 ) : 82 to 86