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The abrasive nature of MRF was studied by Wong and his co-workers and it was pointed that the problem needs to be dealt.
Vol.22 (2008),p.5041–5064
[14] P.L.Wong, W.A.Bollough, C.Feng, S.Lingard.
[15]W.A.Bollough, P.L.Wong, C.Feng, W.C.Leung.
[16] W.C.Leung, W.A.Bollough, P.L.Wong, C.Feng.

Wong 1998; C.W.W.
Schuster et al. 2008; A.
Wong: J.
Wong: J.
Rosowsky: Geotechnique Vol. 58(2008), p.743 [11] A.

In 2007, the research group of Professor Phillip Wong, Stanford University, proposed a CNTFET compact model [9,10].
Fig. 2 Comparison of PCNTFET output characteristic between the ANN model and the Phillip Wong’s model.
In Fig. 7 and 8, the errors comparing with the calculation from Phillip Wong’s algorithm is about 10-3, which indicates our models have good accuracy.
Besbes: American Journal of Applied Sciences Vol.5 (2008), pp.385 [8] M.
Wong: Electron Devices, IEEE Transactions on Vol. 54(2007), pp.3186 [10] D.

The first series of tests follows the wet packing method described by Wong and Kwan [4].
Wong, A.K.H.
Struct. 41 (2008) 689–701
Struct. 41 (2008) 773–784
Wong, Wet packing of crushed rock fine aggregate, Mater.

Wong, New Equipment and Approaches for Fabrication of Uniformly-Dispersed Nanoclay cluster/epoxy composite.
Polymers and Polymer Composites. 8: 555-559 (2008)
Wong, M.P.

Talukdar, Rheological behavior of high performance concrete with mineral admixtures and their blending, Construction and Building Materials, 22 (2008) 2345-2354
Santhanam, et al, Investigation on the influence of granular packing on the flow properties of cementitious suspensions, Cement and Concrete Composites, 30 (2008) 763-768
Wong, Effects of packing density, excess water and solid surface area on flowability of cement paste, Advances in Cement Research, 20 (2008) 1-11
Wong, Water film thickness, flowability and rheology of cement-sand mortar, Advances in Cement Research, 22 (2010) 3-14
Wong, Wet packing of crushed rock fine aggregate, Materials and Structures, 42 (2008) 631-643.

Germanovich[3,4] and Wong [5,6] conducted uniaxial compression test by using specimens with several 3-D shape flaws which made of organic glass and other brittle materials and analyzed the impact of flaws on the mechanical properties.
As computation of case like Fig.3(a), the number of weakening contacts in specimen which shown in Fig.3(b), 3(c), 3(d) can be achieved and they are 497, 2008, 5000 respectively.
By simulation, the uniaxial compression strength of specimens with 58, 497, 2008, 5000 weakening contacts at loading rate of 0.2m/s are achieved and the value are 205.2Mpa, 186.6Mpa, 143.1Mpa, 50.4MPa respectively.
Wong, P.
Wong, M.L.Huang, W.H.Kung: The 39th US Rock Mechanics Symposium of Soil and Rock, 2003 [7] Itasca consulting group PFC2D (particle flow code in 2 dimensions) version 3.1.User’s manual, Minneapolis, USA; 2004 [8] D.O.

Wong, Photocatalytic disinfection of marine bacteria using fluorescent light, Water Res. 42 (2008) 4827-4837
Mat. 114 (2008) 431-439
Phys. 41(2008) 025105
Eng. 43 (2008) 488-494
Ed. 47 (2008) 5353-5356

J. (2008).
J. (2008).
[11] Teng, J.G., Yu, T., and Wong, Y.L. (2004).
[13] Wong, Y.L., Yu, T., Teng, J.G., and Dong, S.L. (2008).
[14] Yu, T., Wong, Y.L., and Teng, J.G. (2010).

Nanyang Technologocal University Singapore (2008)
Wong: MRS Spring Meeting, San Francisco, CA , USA (2008) [25] W.
Wong, F.
Goh: Thin Solid Film Vol. 516 (2008), p. 5376 [27] S.
Wong, Z.