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Solid anaerobic digestion (SAD), that can dispose high solid content wastes of 20%-50%, has been one important choice for many countries in solving solid waste with its incomparable advantages, such as wide raw material sources, low water and energy consumption, operation process stability and little bad smell emission.
Acknowledgements This work was financially supported by Chinese National Natural Science Foundation (51008185), and Youth Support Project of Shandong University of Technology (4072110011).
Chang: Journal of Ecology and Rural Environment, Vol. 24-2(2008), p.76 (in Chinese) [2] S.

The structure parameters is set beforehand: elastic modulus of soil nail at the first two rows En is 200×106kPa and the steel diameter d1 is 20mm; elastic modulus of steel tube at the last three rows E12 is 100×106kPa and the steel tube diameter d1 is 20mm; elastic modulus of material used as mixing pile, EM, is 100MPa, poisson ratio, μM, is 0.30 and unit-thickness area AM is 0.05m2；normal stiffness and shear stiffness of interface element are 40000 kN/m and 100kN/m;ground overload is 50kN/m.
Journal of Zhengzhou University (Engineering Science)26(3):26-33

Design and Optimization of Elastic Diaphragm in Miniature High-Temperature Pressure Sensor Ling Cao Department of Mechanical and Electrical Engineering, Baoji University of Arts and Sciences, Baoji 721016, Shaanxi, P.R.
Meanwhile, the maximum stress of the diaphragm which can withstand is far lower than the material yield strength as the diaphragm area smaller, so the diaphragm can not easily breakage and deformation when pressure applied on it.
Deng: Journal of Northwestern Polytechnical University, Vol. 26 (2008) No.6, p.782.

Study On Joint Deflection of Existing Joint Plain Concrete Pavement Upon Adoption of Hot Mixture Asphalt Overlay Jingsong Shan 1,aand Zhongyin Guo2 1School of Transportation Engineering, Tongji University, Shanghai of China, Postal code 201804 Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology), Qingdao of China, Postal code 266510 2School of Transportation Engineering, Tongji University, Shanghai of China, Postal code 201804 acyhsjs@163.com Keywords: Joint plain concrete pavement, Asphalt overlay, Joint deflection, Spring element, Shear stress, Deflection criterion Abstract.
The equation (2) and (3) can be given by; (2) (3) where: =shear stress ks =elastic coefficient of spring Δ =defferential movements of corresponding nodes at the joint =shear strain between the slabs b =average distance of nodes Introducing (3) into (2) yields (4) By the transpose of ks, equation (4) becomes (5) When the value of ks is close to equation (5), the material property of joint is similar to cement concrete slab and no differential movements occur at the joints under traffic loading.
Sun: China Civil Engineering Journal, Vol. 34, (2001) p. 45 [4] X.

By the tool deflection compensation, we can make residual material removal knife, take the knife to ensure a thin wall thickness accuracy. 2 Processing Examples and Results In order to verify NC tool deflection compensation feasibility, we arranged some experiments.
References [1] Hiroyasu IWABE, Masaki MIZUOCIH and Kazuhiro YOKOYAMA, Study on Machining Accuracy of Thin Wall Workpiece by End Mill, Japan Society of Mechanical Engineers Volume 63, No. 605 (1997.1) [2] J.Tlusty, S.Smith and J.Badrawy, Design of a High Speed Machine for Aluminum Aircraft Parts, Manufacturing Science and Technology, Vol.2/1997 [3] S.Smith, D.Dvorak, Tool path strategies for high speed milling aluminum workpiece with thin webs, Mechatronics 8 (1998) 291-300 [4] Hauki OBARA et al, A Method to Machine Three-Demensional Thin Parts, Initiatives of Precision Engineer ing at The Beginning of Millennium 2001 [5] Kline，WA, Devor, RE, and Lindberg, R, , The Prediction of Cutting Forces in End Milling with Application to Cornering Cuts, International Journal of Machine Tool Design and research, 22(1):7-22. (1982)

Introduction Light steel has been more and more applied to adding storey and reinforcement project as a kind of new material, because of its good mechanical performance, as well as the characteristics of high strength and light weight.
Acknowledgement This work was financially supported by the the science and technology projects of Housing and construction department of Gansu province in 2012--- “Design research of strengthening and seismic on the light steel storey adding structure, which based on concrete structure”(project number JK2012-17).
Journal of Vibration and Shock, Vol.2(1985)

MACHINING SECURITY EVALUATION (a) acceptable (b) unacceptable Fig.4 Probable machining problem of initial joint hole As shown in Fig.4 (b), if orientation error of a wing-fuselage joint is too big, part of its initial connecting hole will have no material to be machined in FMP.
Journal of Zhejiang University SCIENCE A, 10(11):1624-1630

Calculation for Earth Pressure of Cavity Expansion Considering Displacement WUMEI ZHANG1, a, XIN HUANG2,b 1,2School of Transportation Science and Engineering BUAA, Beihang University, 37 Haidian Street ,Beijing, 100191, P.
Without considering the friction effect between the soil units and retaining structure, the input material parameters includes: gravity of soil γ (KN/m3), elastic modulus E (KPa), soil cohesion c (KPa), Poisson ratio μ, frictional angle φ(º), void ratio e, Saturation ω, osmotic coefficient k (cm/s), and each parameter selects 4 or 5 different number, assuming the distance between a point on the wall of the hole and the ground is h (m), initial radius of the hole is r (m), the expansion displacement of the wall is x (m).
[3] Yekai Chen, Yimin Wang, Riqing Xu and Xiaonan Gong: Chinese Journal of Rock Mechanics and Engineering, Vol.23 No.6 (2004), p. 980-988

Spectroscopic Methods Used for Structural Analysis of Natural Crystals Zhao Jianhua and Ma Jiajun Heilongjiang University of Science and Technology, Harbin 150022 China zhjh6868@126.com Keywords: Natural Crystal Growth, Spectroscopic Methods, Crystal Growth Abstract.
The same color of the material in the same direction of the crystal absorption intensity of visible light can cause crystals in different shades of color differences, so this area is caused by the absorption intensity differences resulting yellow color change amethyst and citrine crystal shades differences the main reason.
Klabunde: Chemistry-A European Journal, Vol.8 (2002), p.3991

In this paper, through SAP2000 the test model [1] is simulated and analyzed, the reasonable method is derived for analyzing shaped column frame. 2 Shaped reinforced concrete columns frame test model The reinforcement model figure is shown in Figure 1. 2.1 Material performance The average value of measured concrete cube compressive strength is 53Mpa, the elastic modulus is 36693Mpa.
[2] Zhao Guo fan .Higher reinforced concrete structure science [M] Beijing: China Electric Power Press, 1999
Journal of Chongqing Jianzhu Universit .2000,22 (1): 26 to 32 [6] JGJ3-2010.