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Micro-milling technology characterizing in high efficiency, high flexibility and ability of processing complex three-dimensional shapes and a large variety of materials, has now become a research focus in micro-mould manufacturing technology.
Because of this, reverse engineering (RE) for complex surface reconstruction has become the key technology.
PMMA is adopted as the workpiece material.
Furuta: Journal of Mechanical Engineering Laboratory, Vol. 50 (1996), p.117
Guo: Key Eng.

(TiB2)pNi/Ni3Al/Metals Graded Materials Prepared by the Field-Activated and Pressure-Assisted Combustion Process Q.
Materials Science and Engineering, Taiyuan University of Technology, Taiyuan, China. 2 Dept.
Chemical Engineering and Materials Science, UC Davis, California 95616, USA.
Experimental Materials.
Smith, in: Foundation of materials science and engineering, China Machine Press (2006)

Role of Key Factors of Particulate Components in Biocomposites STEVULOVA Nadezda 1,a, CIGASOVA Julia1,b and SCHWARZOVA Ivana1,c* 1Technical University of Kosice, Faculty of Civil Engineering, Institute of Environmental Engineering, Vysokoskolska 4, 04200 Kosice, Slovakia anadezda.stevulova@tuke.sk, bjulia.cigasova@tuke.sk, c*ivana.schwarzova@tuke.sk Keywords: biocomposites, hemp hurds, matrix material, natural fibres.
Hinrichsen, Biofibers, biodegradable polymers and biocomposites: an overview, Macromolecular Materials and Engineering, 276 (2000) pp 1-24
Iljins, Evaluation of hemp (Cannabis Sativa L.) quality parameters for building material from foam gypsum products, Chemical Engineering Transaction, 32 (2013) 1639-1643
Osits, Research on foam gypsum with hemp fibrous reinforcement, Chemical Engineering Transaction, 25 (2011) 159-164
Schwarzova, Changes in the properties of composites caused by chemical treatment of hemp hurds, International Journal of Chemical, Biomolecular, Metallurgical, Materials Science and Engineering, 8 (2014) 363-367

Numerical Simulation and Analysis of Centrifuge Model Tests with Nonhomogeneous Materials in Geotechnical Engineering Lie-xian Tang1,a, Lian-jun Guo1,b, Da-ning Zhang1,c, Jian-ming, Zheng2,d 1 University of Science and Technology Liaoning, Anshan, China, 114051 2Jilin Institute of Chemical Technology, Jilin, China, 132022 a t7766@sina.com, b glj0412@163.com, c zdn1960@163.com, d zheng_jianming@126.com Key words: Numerical Simulation; Centrifuge Model Tests; Nonhomogeneous Model; RFPA Abstract: The primary methods are antetype observation and model tests which to check the actual engineering status in geotechnical engineering field.
For some specifical complicated items in geotechnical engineering, make a good test model is not only very hard and have to spend much time, but also need expensive test equipment and much money for test materials.
Instruction The primary methods are antetype observation and model tests which to check the actual engineering status in geotechnical engineering field.
Chinese Journal of Rock Mechanics and Engineering, 2003, 22(1): 24-29
Mechanics and Engineering, 2002,24(5): 47-50.

Red Clay’s Engineering Property and Its Treatment Fengyi Tan1,2,a, Qing Shao1,2,b, Zhiquan Jiang1,2,c , Shenggang Hu1,2,d, 1.
Key Laboratory of Geotechnical Mechanics and Engineering of the Ministry of Water Resources, Changjiang River Scientific Research Institute, Wuhan 430010, China atfy2003@126.com,b287837657@qq.com,c12651984@qq.com, d58421023@qq.com Keywords: red clay, engineering property, treatment, in situ test Abstract.
Therefore, there were a serial in situ tests for the red clay foundation: (1) the red clay foundation was treated by the dynamic consolidation method(DCM) with cushion and the gravel pile method, then the embankment of red clay, (2)the natural foundation of red clay was filled directly by red clay and Douposi highly weathered material as the embankment material.
References [1] Test study on geotechnical engineering---foundation treatment and earth embankment in west test region[R].
Application of foundation treatment engineering[M].

The challenge this poses is further exacerbated by the introduction of new materials.
The largest single influx of new materials has come over the last decade with the introduction of high-k/metal gate (HK/MG) materials.
This paper focuses on the front-end-of-line (FEOL), summarizing key materials loss issues by process loop.
Between gate definition and silicide, material loss alters the effective channel length (Si loss), modifies the implant dose and profile (Si loss), modifies the depth of the implants (screen oxide instability), modifies implant spacing (sidewall consumption), and modifies strain engineering (distance between gate edge and SiGe).
This difference in materials results in plasma etch CD bias, poor incoming sidewall profiles, and a host of new defects.

Key Engineering Materials Vol. 1

Key Engineering Materials Vol. 65

Key Engineering Materials Vol. 10

The choice of similar materials and the design of mix proportions is a key step in landslide model test.
By analyzing the result of mix proportions test, We concluded the regularity that similar index varies along with different content of the similar material ingredients and found the notable influence factors , which provides important reference for the components of similar materials in the landslide model test. 1 Instruction The landslide physical model test is a direct and reliable research method in the study of landslide failure mechanism, and how to choose the similar material and its mixture is the key to the success of model test [1].
In addition, in practical engineering application, most landslides were caused by the effect of rainfall infiltration and reservoir water, so we should also take the similarity of permeability into consideration.
References [1] W.C.Chen: Study on Physical Model Test and Its Application in Geotechnical Engineering (China 2006)
Chen a, D.G: Performance of a large-scale slop model subjected to rising and lowing water level (Engineering geology, China 2009).