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Model: Analysis of thermal environment required more strict conditions of the model than daylighting analysis; therefore, the enclosure of the space, materials of neighboring spaces and setting of switch of spatial heat area are all important.
The constructing material of Pufangtian was reinforced concrete; therefore, the model material was also reinforced concrete with few other materials for doors and window.
The specific materials used were listed in Table 1.
ACKNOWLEDGMENT This paper represents part of the results obtained under the support of the National Science Council, Taiwan, ROC (Contract No.
G., “Comfort and humidity,” ASHRAE Journal, August, pp.35-41, 1998

Materials and Experimental Procedure 2.1.
Materials The material used in this research is an aluminium alloy plate 6061-T6.
Zuhailawati, “A review of various improvement strategies for joint quality of AA 6061-T6 friction stir weldments,” Journal of Materials Research and Technology, vol. 11.
Ma, “Friction stir welding and processing,” Materials Science and Engineering R: Reports, vol. 50, no. 1–2.
[19] “Designation: E8/E8M − 13a Standard Test Methods for Tension Testing of Metallic Materials 1”, doi: 10.1520/E0008_E0008M-13A

It is assumed that the surface layer of the shotcrete is homogeneous and the material is isotropic, linear and elastic.
Tab.1 Mechanical properties of soil Tab.2 Concrete beam structure and mechanical properties of cells[5,6] The features of the soil value The acceleration due to gravity 18KN/m3 The internal friction angle 19° The cohesion 27KPa Expansion angle 10° The bulk modulus 3.55MPa The modulus of shear deformation 1.18MPa it is also assumed that the structure unit of soil nailing cable is made of homogeneous, linear and elastic material, the feature of the cable structure unit is as shown in table 3.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51068026),the National Natural Science Foundation of China (51178122) ,the National Natural Science Foundation of China (41162009) and the Natural Science Foundation of Tibet Autonomous Region.
[4] Changwen Chen, Yong-jian Liu and Weicheng Wang:The Application of Composite Soil Nailing Walls in a Deep Foundation Pit (Journal of Guangdong University of Technology, China 2009)（In Chinese）,p.11

Jingshui Huang1, a, Yue Wen2,*, Asheng Cao, Haisong Li and Qi Zhou 1 Room 209, Shengtai Building, School of Environmental Science and Engineering, Tongji University, Shanghai 200092, PR China. 2 Room 301, Mingjing Building, School of Environmental Science and Engineering, Tongji University, Shanghai 200092, PR China.
Materials and methods 2.1 Aerobic sequencing batch reactors (SBRs) The laboratory experimental system consists of three parallel SBRs (total and effective volume: 4.0L/each, respectively), operated at 25°С & 35°С & 55°С.
Ganczarczyk: Water Quality Research Journal of Canada Vol. 33 (1998), p. 565 [11] X.
Yu: Environmental Science & Technology Vol. 41 (2007), p. 4620 [12] W.
Luo: Environmental Science & Technology Vol. 44 (2010), p. 4355 [14] X.

., Dolgoprudny 141700, Russian Federation 2Lomonosov Moscow State University, 1-51 Leninskie Gory, Moscow 119991, Russian Federation 3Institute of Problems of Chemical Physics, Russian Academy of Sciences, 1 Semenov av., Chernogolovka 142432, Moscow region, Russian Federation 4European Synchrotron Radiation Facility (ESRF), 6 rue Jules Horowitz, Grenoble 38043, France 5Institut Makromolekulare Chemie, Leibniz-Institut für Polymerforschung, 6 Hohe st., Dresden 601069, Germany 6Institut de Sciences des Matériaux de Mulhouse-IS2M, CNRS UMR 7361, 15 Jean Starcky, Mulhouse F68057, France amelnikov.al.pe@gmail.com, bmartin.rosenthal@esrf.fr, cerdmann@ipfdd.de, dkiriy@ipfdd.de, eivanov.da@mipt.ru Keywords: organic semicoductor, X-ray scattering, ultrafast chip calorimetry, structural reorganization.
Materials and Methods P3EHT was synthesized from 3-iodo-5-bromo derivative of the 3-(2′-ethyl)hexylthiophene using isopropyl magnesium chloride catalyst.
Acknowledgments The authors greatly thank the Ministry of education and science of the Russian Federation (contract № 05.605.21.0188 from 3 December 2019 (RFMEFI60519X0188)) for financial support.
Mitrofanova, Recrystallization and secondary crystallization in polymers, Polymer Science USSR. 28 (1986) 1011-1017
Wang, Nature of the double melting peaks of regioregular poly(3-dodecylthiophene), European Polymer Journal. 99 (2018) 284-288

Coupling Coordinative Degree of Tourism-Economy-Environment system——Take Resource-based Cities in Shanxi Province as a Case Peng Guo1, 2, a, Suocheng Dong1, b* 1Institute of Geographic Sciences and Natural Resources Research, CAS, Beijing 100101, China; 2University of Chinese Academy of Sciences, Beijing 100049, China aguop.12b@igsnrr.ac.cn, bdongsc@igsnrr.ac.cn Keywords: resource-based cities; tourism; regional economy; ecological environment; coupling coordinative degree Abstract.
Materials and methods Study area.
Acknowledgements This study was financially supported by the basic national science & technology specific projects (2007FY110300), Natural Science Foundation of China (41271556).
Yang, Research on development conditions and modes of industrial tourism in resource-based cities, Journal of Arid Land Resources and Environment, 10 (2009) 188-193

Among them, Zaitian Ke of China Academy of Railway Sciences did a 1:4 model investigation for the macro-axis force pile underpinning of Shenzhen Metro.
The constitutive model for material was linear elastic and elastic constant Pa.
Dead weight of upper structure achieved by defining the density of material and the gravity acceleration (9.8).Floor live load was 3.5kN/m2.In view of calculating settlement deformation, the normal value of load must be converted into permanent value,which multiplied by the factor of 0.5.Partial safety factor was no longer considerred.
Paper for Railway Science Academy.2003 [8] Hai Sun.Theoretical research and application for pile foundation prestressed balance underpinning [D] (In Chinese).Paper for Tongji university.2001 [9] Xiaogang Xiong,Jianqiong Jiang.
Design procedures and application for underpinning structure composed of piles and beams [J](In Chinese).Journal of South China University Of Technology.2004,32(1):85-89 [11] Weixing Feng, Wenzhong Han,Weili Ding.

This project collects a schematic diagram of the main attractions in Qishan National Forest Park (2010), as well as the promotional materials（2010）from Nanyu state-owned forestry centre.
Journal of Fujian College of Forestry,2013
Jiangsu science and Technology Press,2008
Science Press,1998 [14] GB／T 18OO5— 1999, China forest park landscape resources grade evaluation
International Society for Environmental Information Sciences 2010 Annual Conference, 2010: 465–475.

Values of Young's moduli of different materials.
Specific elastic moduli of construction materials /1,3/.
Jones, Engineering Materials 2, Int.
Series on Materials Science & Technology, Vol. 39, Pergamon Press, Oxford, UK, 1986. 4.
Uunonen, Master of Science Thesis, Institute of Materials Science, Tampere University of Technology, Tampere, Finland, 1996. 25.

Application Technology of Thin Asphalt Concrete Overlay on Old Pavement Sheng Li 1, a, ZhaoHui Liu 2,b, XinChun Chen2,c 1Key Laboratory of Road Structure and Material of Ministry of Transport, Changsha City, China 2Changsha University of Science and Technology, Changsha City, China alishengttt@163.com, bzh2309471@yahoo.com.cn, c chenxc10@126.com Keywords: Road engineering; Thin asphalt concrete overlay; Functional recovery; Application technology Abstract.
the structural strength of asphalt pavement and deformation resistance capacity of the asphalt layer meet the technical requirements (traffic volume, weather condition and usage performance), to compare the economic and technological aspects of thin overlays program based on principals of local conditions, reasonable materials selection, saving investment, and to choose the advanced technological, safe and reliable, economical, convenient construction structural concept. 2) Follow the scientific, reliable, applicable and economic guideline, and actively, carefully promote new technology, new materials, and advanced process to earnestly pave test section and to gather experiences, make constant improvement and promote step by step. 3) Pavement structure program shall attach to pertinent regulations of environment protection, and reasonably arrange the mixing and standing position of asphalt mixture and properly deal with the old asphalt mixture waste to protect the environment and reduce
then to spray SBS modified asphalt cohesive waterproof layer on the milled road surface. 3.1Target mix design of thin asphalt concrete overlay materials Stones used for project choose sturdy andesite, whose particle shapes are very good, as they all shape like proximate square, and ore powder is replaced by cement to improve water stability and high temperature stability.
Table 3 Screening results of hot material silo Sieve pore 16 13.2 9.5 4.75 2.36 1.18 0.6 0.3 0.15 0.075 12~9mm 100 100 70.306 2.3863 0 0 0 0 0 0 9~5mm 100 100 100 4.4626 0 0 0 0 0 0 0~3mm 100 100 100 97.908 83.998 63.832 55.889 45.719 35.471 23.0531 From the screening results we can see that, materials of 0～3mm contain too much powder of less than 0.075mm, so it is hard to formulate the required gradation (sieve pore passing percentage of powder of 0.15mm and 0.075mm is too large, while that of 1.18mm and 0.6mm is too small), thus limestone is temporarily chosen to substitute andesite, and small amount of natural sand is mixed in to improve the passing percentage of middle sieve pore, the screening results and preliminary mix ratio of each hot material silo, natural sand and cement during the mix production is shown in table 4.
China journal of highway and transport, 2005(1)