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Online since: May 2014
Authors: Jian Wei Liu, Lian Fa Yang, Hui Ji Jia
Material parameters of different materials in the mixed specimen can be achieved by the third method since each material in the mixed specimen can be researched separately.
Applied Mechanics and Materials Vols. 275-277 (2013) 2195-2199
Journal of Plasticity Engineering. 15 (2008) 51-55 (In Chinese)
International Journal of Mechanical Sciences. 52 (2010) 572-580
Materials Science and Engineering A. 527 (2010) 2864–2874.
Online since: September 2011
Authors: Yong Xing Zhang, Li Biao Liu, Jian Gong Chen
It is made by the C25 concrete and HRB335steel bar with the thickness of 35mm concrete cover, setting a settlement joint of each 12m .The structure is shown as in Fig.1 and the parameters of main materials are listed in Table1.
Table 1 The parameters of main materials Material Elastic modulus E(MPa) Poisson ratio μ Density ρ(kg/m3) Internal friction angleφ(°) Cohesion C(KPa) Reinforced Concrete 2.8×104 0.2 2500 Soil 50~300 0.3 1800 31 3.8 Fig. 1 Structural diagram of cantilever retaining wall Numerical Test Analysis The retaining wall and soil are both simulated by the element of SOLID45 in ANSYS, with the assumption of elastic materials.Due to the low strain dynamic response, the bottom of the model is fixed, with the displacement of X-direction constrained not only front but also back of the model.
(Urban Science Edition), 2009, 26(4): 1~4
AIAA Journal, 1999, 37(4): 513-515
Journal of Vibration and Shock, 2002, 21(4): 72~77
Online since: June 2014
Authors: Yupiter H.P. Manurung, Mohd Ridhwan Mohammed Redza, Abdul Ghalib Tham, Nik Mohd Baihaki Abd Rahman, Sunhaji Kiyai Abas, Razali Hassan, Mohamad Yazman Yaakub
Eda TURAN, Tarık KOÇAL, The Online Journal of Science and Technology, vol. 1, no. 4, pp. 24–30, 2011
Sandeep Bhat, World Academy of Science, Engineering and Technology 61 2012, 2012
Murugan, Journal of Materials Processing Technology, vol. 176, no. 1–3, pp. 230–239, Jun. 2006
Yildiz, Materials & Design, vol. 28, no. 2, pp. 649–656, Jan. 2007
Yannacopoulos, Journal of Materials Processing Technology, vol. 212, no. 1, pp. 286–294, Jan. 2012
Online since: September 2024
Authors: Alex V. Trukhanov, Denis Vinnik, Artem L. Kozlovskiy, Natalia Volodina, Sofiya Maznykh
Yang, Journal of Magnetism and Magnetic Materials, 528, 167824 (2021)
Yamilov, Journal of Magnetism and Magnetic Materials, 588, 171469 (2023)
Savinov, et al., NPG Asia Materials, 13, (2021)
Töpfer, Materials Research Bulletin, 86, 19–23 (2017)
Roy, Materials Science and Engineering: B, 278, 115613 (2022)
Online since: February 2014
Authors: Vivek Pancholi, S. Pradeep
Langdon: Progress in Materials Science, Vol. 51 (2006) p. 881 [3] N.
Nakamura: Journal of Materials Science Letters Vol. 20 (2001) p. 1913
Mishra, Journal of Material Research: Vol. 19 (2004) p. 3329
Mishra: Material science and engineering A, Vol. 464 (2007), p. 255
Liu: Material science and engineering A, Vol. 505 (2009), p. 70.
Online since: August 2014
Authors: Aeslina binti Abdul Kadir, A.S. Abdul Rahim
Materials and method Material Mosaic sludge waste was collected at the Malaysia Mosaic Berhad (MMB) at Kluang Johor.
Applied Clay Science. 2005. 30(1):42-52
International Journal of Engineering and Applied Science.
[5] Chih-Huang Weng, Deng-Fong Lin, Pen-Chi Chiang, Utilization of Sludge as Brick Materials.
Advanced Materials Research, 2012.vol, 535-537, pp. 1723-1730.
Online since: November 2012
Authors: Bai Lin Zheng, Juan Li
Acknowledgements Supported by the Natural Science Foundation of China (41072207) is gratefully acknowledged.
Brignoli: International Journal of Rock Mechanics and Mining Sciences, 1998,36 (1999):127-138
[2] Yongsheng Li, Caichu Xia: International Journal of Rock Mechanics and Mining Sciences, 1999,37(2000):467-475
Debicki: Construction and Building Materials, 24 (2010) 1232–1238
[9] HU Bin, FENG Xia-ting: Chinese Journal of Rock Mechanics and Engineering, 2005, 24(17):3064-3070.
Online since: July 2014
Authors: Feng Xi Zhou, Qiang Ma
The current research on the saturated porous media wave problems mainly focus on the geometric characteristics of geotechnical materials infinite half space domain or a layer of finite thickness, and on the research of all kinds of fluid saturated porous material fluid solid coupling dynamic static response is far behind the development of single-phase continuum elastic mechanics.
,was the dynamic permeability.andwere the Biot parameters of the two-phase material compressibility.
References [1] Gajo A, Mongiovi L.: International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, Vol. 3 (1996), p. 399-413 [2] Yang X , Pan Y. : Applied Mathematics and Mechanics, Vol. 2 (2010), p. 193-204 [3] Zienkiewicz O C, Shiomi T.
[5] De Boer R, Liu Z F.: International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts.
Vol. 32 (1995), p. 378-378 [6] Polenov V S, Chigarev A V.: Journal of Applied Mathematics and Mechanics.
Online since: August 2009
Authors: Bing Nan Ren
Factors Influencing Adsorption of PH3 on Modified Activated Carbon Bing-nan Ren1, 2 ,a 1 College of Materials Science and Engineering, Taiyuan University of Science and Technology, Taiyuan, China 2 Institute of Environmental Science and Engineering, Kunming University of Science and Technology, Kunming, China a renbingnan@126.com Keywords: carbon materials; modified activated carbon; adsorption; phosphine(PH3) Abstract.
Carbon materials have a very large surface area and various surface functional groups.
These materials prevent the highly efficient utilization of CO.
Carbon materials have a very large surface area and various surface functional groups.
Journal of Colloid and Interface Science. 246, 1-20
Online since: January 2014
Authors: Jian Wang, Jin Nan Chen, Jing Li, Jiong Peng
Advanced Materials Research, Trans.
Journal of Applied Polymer Science, Vol. 123 (2011), p3189
Journal of Polymer Engineering Science, Vol.47 (2007), p289
Journal of Materials Processing Technology, Vol. 204 (2008), p284
Journal of Polymer Engineering Science, Vol.10 (2009), p251