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Weathering of stone due to the underground microclimate Scientific Studies undertaken at the Vav The Science branch of Archeological Survey of India in Vadodara and Dehradun have undertaken scientific studies to understand the exact nature and composition of the building materials used in the construction of this stepwell.
Information Management: The entire information pertaining to this Vav in the form of documentation, photo documentation, reports, published and unpublished material , archival material must be made available to all the concerned people.
Rana, Director Science, ASI and Mr.B.Busa Goud, Mr.P.Tiwari, Science Branch, ASI.
Journal of the Madhya Pradesh Itihasa Parishad, 3, 83
Rana, B.Busa Goud, P.Tiwari, Science Branch, ASI, Scientific Studies -Evaluation of Conservation Strategy Rani ki Vav Patan

Acknowledgments This material is based upon work funded by Zhejiang Provincial Natural Science Foundation of China under Grant No.Q12E010012 and Wenzhou Science and Technology Project under Grant No.2010G0307 and Funded Project of Zhejiang Provincial Education Department under Grant No.Y201122702.
Journal of Functional Materials. 1996, 27: 392 [5]J Y Zou, L Yan, Z Y Chen, et al.

Material Constitutive Model Main frame of the model was made up of prestressed steel concrete beams and steel reinforced concrete columns, while secondary frame was reinforcement concrete beams and reinforcement concrete columns.
a) b) c) Fig.1 Stress-strain curve of materials a-concrete, b-reinforcing bar and shaped steel, c- prestressed steel Constitutive Model of Reinforcement and Section Steel.
Science Press. (2007) [3] Z.
Science Press. (2001) [5] W.C.
Journal of Harbin Institute of technology, Vol. 39(8), (2007) p. 1185-1190 [6] R.

Therefore, to improve safety on the work site, such conditions must be detected before an accident occurs [5].The physical aspects of safety on construction sites cover the unsafe work conditions could be summarized as follows [5]: 1) Fire prevention 2) Housekeeping 3) Scaffold/mobile tower 4) Sandblasting 5) Cartridge operated tools 6) Power tools/machine and equipment 7) Excavation 8) Heavy equipment 9) Concrete formwork 10) Gas/electric welding 11) Health and welfare 12) Compressed gas 13) Transportation 14) Air compressors 15) Cranes and lifting devices 16) Safety administration 17) Temporary electric 18) Special items Furthermore Poon, Wang and Zhang [4] have proposed following items from a safety point of view on the construction site: 1) Civilized construction site 2) Scaffolding 3) Excavation supports and formwork 4) Personnel protective equipment and protection at openings 5) Use of electrical appliances 6) Material hoist and external lift
Engineering means selection of techniques and material which are generally included design and technical specifications on the basis of strategic decisions and organizational policies of construction projects.
Hadikusumo, Critical success factors influencing safety program performance in Thai construction projects, Safety Science, vol. 46 (2008), pp. 709-727
Fong, Factors affecting performance on construction sites, International Journal of Project Management, vol. 17, no. 5 (1999), pp. 309-315
Assaf, Safety assessment in the built environment of Saudi Arabia, Safety Science, vol. 29 (1998), pp. 15-24

China 150025 2 Key Laboratory of Wetland Ecology and Environment, Northeast Institute of Geography and Agroecology, Chinese Academy of Sciences, Changchun, P.R.China 130012 awjifu@163.com, bxenia.lulu@163.com, chuiyuanping@126.comlxtmxh@163.com, dlxtmxh@163.com Keywords: Wetland Oil pollution Microbial Bioremediation Abstract.
The Position Of Monitoring Point Oil （mg/L） Monitoring Section of Lake Longfeng Wetland(46°28′51.1″N 125°9′54.4″E) 0.490 Dongfeng Pao(46°36′11.4″N 125°3′28.9″E) 0.330 Sanyong Lake(46°34′14.6″N 125°6′59.3″E) 0.230 Zhongnei Pao(46°17′5.9″N 125°3′1.9″E) 0.610 WAnbao Pao(46°35′3.5″N 125°5′23.4″E) 0.430 Kuli Pao(45°54′1.26″N 124°45′19.92″E) 0.16 Drained Monitoring Sections Centeral Drain 0.21 Eastern Drain 0.55 Mixture of centeral and eastern drain 0.26 DongEr Drain 0.73 Mixture of AnZhao river and western drain 0.57 The materials.
In addition we also test for the total amount of paraffin, polycyclic aromatic hydrocarbons(PAHs) common 16 kinds of similar material [Naphthalene, Acenaphthylene, Acenaphthene, Fluorene, Phenanthrene, Anthracene, Fluoranthene, Pyrene, Benzo(a)anthracene, Chrysene, Benzo(b)fluoranthene, Benzo(k)fluoranthene, Benzo(a)pyrene, Indeno(1,2,3-cd)pyrene, Dibenzo(a,h)anthracene, Benzo(g,hi)perylene].
Bioremediation Journal. 6(3): 261-281 [7] Qixing Zhou, Shuhe Wei, and Qianru Zhao. 2006.
China environmental science press, BeiJing[In Chinese] [8] Zhendong Liu.2006.

First are exported header and preparatory knots (Info, BackgroundColor, ShapeHints, Material Binding, and Material).
It can also used for welding, assembly realization, cutting of material, packaging tasks, batching, machine servicing, etc.
Acknowledgments Ministry of Education, Science, Research and Sport of SR supported this work, contract VEGA 1/0032/12, KEGA No. 002TUKE-4/2012 and ITMS project 26220220125.
In: Proceedings of World Academy of Science, Engineering and Technology.
International Journal of Advanced Robotic Systems.

Plasticity-Induced Martensitic Phase Transformation in Fatigue of Unnotched SUS304 Plates Yoshifumi Iwasaki1,a and Yuji Nakasone 2,b 1 Graduate Student, Graduate School of Engineering, Tokyo University of Science, Tokyo, Japan 2 Dept. of Mechanical Engineering, Faculty of Engineering, Tokyo University of Science, Tokyo, Japan a j4503701@ed.kagu.tus.ac.jp, bnakasone@rs.kagu.tus.ac.jp Keywords: Martensite, Phase Transformation, Stainless Steel, Ferrite Scope, Non-Destructive Inspection Abstract.
Table 1 Chemical composition of SUS304 stainless steel tested in this study (mass%) Material C Si Mn P S Ni Cr Mo SUS304 0.06 0.50 0.87 0.037 0.010 8.10 18.21 - 0 20 40 60 80 100 0 20 40 60 80 100 α' volume raito, Vα' (VSM), % α' volume raito, Vα' (F.S), % Measured by F.S 0 20 40 60 80 100 0 20 40 60 80 100 α' volume raito, Vα' (X-ray), % α' volume raito, Vα' (VSM), % Measured by X-ray(Mo) Measured by X-ray(Cu) Fig. 2 Comparison of values of α' volume fraction Vα' measured by ferrite scope and those by VSM Fig. 3 Comparison of values of α' volume fraction Vα' measured by X-ray and those by VSM Result.
Arnell: Journal of the Iron and Steel Institute (1968), pp. 1035- 1036 [5] Y.
Iwasaki: "Plasticity-Induced Martensitic Transformation around Semi-elliptical Surface Cracks in Fatigue of an Austenitic Stainless Steel", In: IUTAM Symposium on Mesoscopic Dynamics on Fracture Process and Materials Strength, Eds.

Experiment Materials.
Each particle is conformal shaping to the pre-deposited material.
Applied Surface Science, 2004, 227(1-4): 244-249
Applied Surface Science, 2008, 254(13, 30):3979-3982
Journal of Xi'an Jiaotong University, 2008, 42(4): 509-514.

Preparation of Water-Resistance Plywood with UF Resin Modified by Emulsifiable Polyisocyanate Libin Zhua , Bo Han b , Jiyou Gu c , Yanhua Zhangd , Haiyan Tane, Yingfeng Zuof College of Material Science and Engineering, Northeast Forestry University, Harbin, 150040，P.
Experimental Materials.
Acknowledgements The author gratefully to acknowledge the financial support of National Nature Science Foundation of P R China (grant No.30871984) and the support of the project of Harbin (grant No. 2008AA4BG006).
R Gale, Forest Products Journal, (1993), vol.43 (1), p.15-20

Journal Citation (to be inserted by the publisher) Copyright by Trans Tech Publications Measurement of low-amplitude hysteresis behaviour of concrete by high-precision vibrating wire strain gauges S.A.
McFadden 3 1 University of Bristol, Department of Mechanical Engineering, Queen’s Building, University Walk, Bristol BS8 1TR, UK. simon.neild@bristol.ac.uk 2 University of Oxford, Department of Engineering Science, Parks Road, Oxford OX1 3PJ, UK. martin.williams@eng.ox.ac.uk 3 University of Oxford, Department of Engineering Science, Parks Road, Oxford OX1 3PJ, UK. peter.mcfadden@eng.ox.ac.uk Keywords: Sensors and measurement strategies; strain gauges; hysteresis measurements.
Finally, the correction requires accurate knowledge of the thermal expansion coefficient of the test specimen, which may be hard to assess for an inherently variable material such as concrete.
For an elastic material with Young's modulus E, and in the absence of any thermal effects, the stress is related to the elastic strain ε by σ = Eε and hence a strain can be deduced from the measured frequency.
To remove the temperature effect, a control gauge is used, which is mounted on an unloaded sample of the same material as the test specimen, and positioned as close as possible to the specimen, so that they may be assumed to experience the same temperatures.