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Experimental Materials.
Acknowledgement For the financial support we are grateful to science and technology research project of Heilongjiang department of education, Heilongjiang Province, China (Grant No. 11531012).
Journal of Environmental Management.
Journal of Daqing Petroleum Institute.

In addition, the major domestic journals is basically focuses on the analysis of individual case, such as construction space processing, commercial building images, fire evacuation, barrier-free, etc.
Acknowledgements This work was financially supported by the Natural Science Foundation of Heilongjiang Province, P.R.China (No.E2007-05), and the Innovation Project for Young Teachers of Harbin University of Commerce.
Liu: Building Materials world Vol.2(2010),p.12-13(In Chinese) [6] X.H.Liu and Y.Zh.
Hong: Journal of Architectural Vol.20(2006), p.23-25(In Chinese)

Acknowledgement Project supported by the National Natural Science Foundation, China(No.70871062); project supported by SRF for ROCS, SEM.
Pan: Journal of Purchasing and Materials Management, Vol.25 (1989) No.3, pp.36-39
Cheng: Journal of Ningbo University (Nsee), Vol.23 (2010) No.1, pp.73-79 (In Chinese)

Structure Detection and Evaluation of the Highway Tunnel Zhu Chunjie1,a*, Liu Fei1,b* and Dong Jun1,c 1 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China a582193172@qq.com, b jdongcg@bucea.edu.cn, cliufei75@163.com Keyword: the GPR, tunnel, lining thickness, spandrel, arch crown Abstract: Combined with a highway tunnel testing and assessment, through the discussing of technical problems existed in tunnel’s quality detecting by the using of geology radar, using gist of geology radar in tunnel’s quality detecting is grasped, the key technologies of survey line layout, acquisition parameters setting and on-site test in the process of geological radar application are concluded.
Journal of underground space and engineering, 2006, 4(2): 267-270 [2] Wang Xingzhao.
Journal of engineering geology, 2010(6) [5] Zhao Shunwu.
Highway traffic science and technology (technology application edition), 2011, (9): 90-91

Inspection of Hyperbolic Reinforced Concrete Shells-Luce Memorial Chapel-Based on Nondestructive Testing Method Meng-Ting Tsai 1, a, Chung-Hsien, Shih 2, Yu-Chun, Lin 2 and Chia-Chi Cheng3 1 National Taiwan University of Science and Technology, Taiwan 2 Justin C.H Shih Structural Engineer & Associates, Taiwan 3 Chaoyang University of Technology, Taiwan a tsai@mail.ntust.edu.tw Keywords: Luce Chapel, nondestructive testing, Hyperbolic Shells, shell slabs, lattice beams Abstract.
Journal of Cultural Heritage, Vol. 13 (2012), pp. 27-41
Ground penetrating radar investigations for the restoration of historic buildings: The case study of the Collemaggio Basilica (L’Aquila, Italy), Journal of Cultural Heritage, Vol. 5 (2004), pp. 91-99
Investigation procedures for the diagnosis of historic Masonries, Construction and Building Materials, Vol.14(4) (2000), pp.199-233.

Study on the Comprehensive Consolidation and Ecological Reclamation of Coal Mining Areas in Jiaozuo Fu Jian-Chun1, Wang Rui 1, Chen Yan-li2, 1 School of Surveyinng and Land Information Engineering, Henan Polytechnic University, Jiaozuo, Henan 454000 China 2 School of Computer Science and Technology, Henan Polytechnic UniversityJiaozuo, Henan 454000 China afjchpu@163.com, b wangruiphd@163.com, c yanlichen@hpu.edu.cn Keywords: coal mining areas, degraded land, ecological restoration, comprehensive reclamation Abstract: Land subsidence and ecological problems caused by underground mining threaten seriously the sustainable development of mining areas.
Soil erosion aggravated by the decrease of vegetation.For the open mining in northern hilly areas, lots of surfacial materials are detached, disturbed, carried and accumulated, or collapse during the mining, which cause large areas of vegetation damaged and lower the stability of soil on the hillside, and consequently the soil erosion resistance reduce.
Journal of China University of Mining & Technology, 2004, 23(2):150-153 (in Chinese) [2] MA Wen-ming, GUO Peng, LU Chun-yang.
Journal of Pingdingshan Institute of Technology, 2005, 14(5):1-4 (in Chinese) [3] WANG Wei, ZHANG Hongjiang, ZHANG Chengliang, et al.

Energy-absorbing cab support of forest machine PITUKHIN Alexander1,a, KOSTYUKEVICH Vadim1,b* and SKOBTSOV Igor1,c 1Petrozavodsk State University, Institute of Forestry, Engineering and Building Sciences, Lenin str., 33, Petrozavodsk, 185910, Russian Federation apitukhin@psu.karelia.ru, bvadim9595@yandex.ru, ciskobtsov@mail.ru Keywords: forestry machine cabin, ROPS, energy-absorbing mount.
Materials and Methods The problems of this study are quite relevant and attract the interest of the experts both in Russia [2-4] and abroad [5-7].
Dumitrache Parametric modeling of the (ROPS/FOPS) protective structures geometry in order to study of their behavior using finite element method, The Sorging Journal, 6, 2 (2011) 9-12
Journal of Agricultural Safety and Health, 8, 1 (2002) 119-126

It has many advantages, such as simple device, easy construction, ranged widely, operated economically, significant effect and saving materials.
Research on Theory and Technology of Improving Soft Clay with WCM .Chinese Journal of Geothechnieal Engineering, 2000，22(1)：18-22(in Chinese) [2] Zhou jian, Zhang Sifeng, Jia Mincai, et cl.
Chinese Journal of Underground Space and Engineering 2006，2(3)：510-516(in Chinese) [3] Lu Xin, Zheng Yingren, Zhou Liangzhong, Dynamic Compacting Reinforcement Mechanism, Calculation, Spread and Exploitation of Soft Clay.
Sichuan Building Science 2002，28(1)：50-52(in Chinese) [4] Wang Chenghua.

Introduction In decades or even hundreds of years' service, due to loading, fatigue effect, corrosion effect, material aging and other various unfavorable factors, the bridge will inevitably has the cumulative damages, resistance attenuation, function reduction, even leading to unexpected incidents.
(Ref. [2, 3]) Local damage detection techniques are mainly the following: to directly measure the geometry, the material strength and elastic modulus and other physical parameters of the components; ray, optical interferometers, ultrasonic and electromagnetic monitoring techniques; and sensor testing technology.
References [1] Huang Shengnan, Studies on the Damage Identification of Reinforced Concrete Girder Bridges [D], Tsinghua University. (2008) [2] Jiang Hua, Research on Bridge's Damage Detection and Evaluation Based on Static Test Data [D], Southwest Jiaotong University. (2005) [3] Shan Deshan, Smart Bridge Health Monitoring and Damage Diagnosis [M], China Communications Press. (2010) [4] Ran Zhihong, Study of Dynamic Fingerprint Methodology in Damage Identification of Bridge Structures [D], Southwest Jiaotong University. (2005) [5] Wang Zhongdong, Structural Damage Detection Based on The Method of the Residual Modal Forces Analysis, Journal of Jilin University of Technology (Natural Sciences), Vol. 29, 1999, pp.61-66
[6] Xie Jun, A Study on Vibration-Based Damage Detection Methods for Bridge Structures [D], South China University of Technology. (2009) [7] Song Yupu, Damage Diagnosis of Spatial Trusses Based on Modal Strain Energy and Neural Network, China Civil Engineering Journal, Vol. 40, 2007, pp. 13-18

KSME International Journal,2004, 18(7): 1055-1061
Journal of Materials Processing Technology, 2006, (179):251-259
Kunming University of Science，2002（3）：1-3 [4] Yuntao zou,zhongguang wu.