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As shown in Fig.1 for an instance, Ra,1∩Ra,4, Ra,1∩Ra,5, and Ra,5∩Ra,4.
Theorem 1(AS Conjunction Cutting).Let M={Ra,i}m i=1 be an AS set of Ct in Q and there exists Ra,jÎM(1£i¹j£m) satisfying Ra,i∩Ra,j for "Ra,iÎM (1£i£m).
If $Ra,kÎM(1£k£m) set Ct ⊙Ra,k, then CtÅRa,i for "Ra,iÎM (1£i£m).
Especially, if Ct,1 is the first cutter to cut the GP, Sa of Ct,1 is equal to S1.
INT J COMPUT INTEG M.18 (2005) 463-479

1, where C* is path independent integral.
The domain singular integrals can also be separated in weakly O(1=r) and strong O(1=r2).
References [1] Aliabadi, M.H.
[5] Bassani, J.L., and McClintock, F.A., Creep Relaxation of Stress Around a Crack tip, International Journal of Solids and Structures, 17, 479-492, (1981)
Solids, 16, 1-12, (1968)

The optimal land application of sewage sludge is 80-120 t·ha-1.
The RTI of Fengshi-9713 was lower than 1, and those in soil with adding sewage sludge dose of 280 t·ha-1 had the lowest RTI compared to the control (-27.23%).
Table 3 Effect of sewage sludge application on three kinds of Zea mays root length (cm) Treatment Fengshi-88 Shendan-16 Fengshi-9713 Root length RTI Root length RTI Root length RTI control 44.57±1.84a 1.00 26.17±1.39a 1.00 29.87±0.63a 1.00 40 35.27±3.90b 0.79 27.00±0.94a 1.03 28.03±0.47ab 0.94 80 30.67±1.66bc 0.69 25.23±1.41ab 0.96 26.80±1.55bc 0.90 120 34.67±2.11b 0.78 22.33±1.29abc 0.85 24.67±1.29bc 0.83 200 31.67±1.29bc 0.71 19.67±1.23c 0.75 26.13±0.65c 0.87 280 27.33±0.51c 0.61 21.30±0.51bc 0.81 21.73±0.75d 0.73 F-value 8.88** 3.60* 10.01*** Data are reported as mean ± S.D.
Industrial Water＆Wastewater. 42(2011)1-5(In Chinese)
Chinese Journal of Soil Science. 41(2010)479-484(In Chinese)

The Raman spectrum of GO/PANI shows the peaks at 1162 cm-1, 1349 cm-1, 1479 cm-1, and 1588 cm-1.
Furthermore, Raman peaks at 1162 cm-1 and 1479 cm-1 are on behalf of PANI.
References [1] F.J.
Sci. 2 (2009) 466-479
Power Sources 196 (2011) 1-12

Denoting  1effV and  2effV the effective volumes of material respectively in configurations n°1 and n°2, the probability of fracture under a stress state of maximum principal value of 1M in the configuration n°1 is written:                 01 0 1 111 M eff V V MF e P
(7) Then,               1 111 M e P MF with              0 1 0 V Veff . (8) In this relation, the term  represents the characteristic mechanical strength of the material within the test configuration (n°1).
References [1] R.
Applications, Volume 38, Issue 1, pp. 175 - 180, 2002
Chen: "Development of a directly bonded aluminium/alumina power electronic substrate", Materials Science and Engineering: B, Volume 99, N°1, pp. 479-482, 2003

Synthesis of mesoporous Zr-P-Al materials with high BET specific surface area without calcination Ziyu Liu 1,2,Yue Qi 1, Yingxu Wei 1, Zongbin Wu 1 and Zhongmin Liu 1,* 1 Dalian Institute of Chemical Physics, CAS, Dalian, Liaoning, 116023, China 2 Shanghai Advanced Research Institute, CAS, Shanghai, 201203, China zml@dicp.ac.cn Keywords: Mesoporous Zr-P-Al material, post-synthetic treatment, high BET specific surface area.
References [1] A.
Mater. 77 (2005) 1-45
Catal. 26 (2005) 475-479
A: Chem. 235 (2005) 1-11

Considering the present design of the device, if we substitute n = 4, a=0.5 mm, d= 2 mm, V=124 cm3, D= 0.1 cm2/s, and λ for 222Rn as 2.1x10-6 s-1 and for 220Rn as 0.0126 s-1 in Eq. (1), it can be easily worked out that the transmission factor for 222Rn is about 0.98 while for 220Rn, it is about 0.01.
Fig. 1.
Table 1.
Phys. 83 (2009) 1-20
Radioact. 84 (2005) 469–479

By difference with the initial concentration of adsorbate, the amount adsorbed was determined and reported to 1 g or 1 m² of apatite substrate for the drawing of adsorption isotherms.
Complementary analyses were carried out by FTIR spectroscopy on a Nicolet 5700 spectrometer, in the range 400-4000 cm-1 with a resolution of 4 cm-1.
References [1] D.O.
Adsorption of alendronate onto biomimetic apatite nanocrystals to develop drug carrier coating for bone implants, Bioceramics 24 529-530 (2013) 475-479
Biomimetic Apatite-Based Functional Nanoparticles as Promising Newcomers in Nanomedicine: Overview of 10 Years of Initiatory Research, HSOA Journal of General Practice and Medical Diagnosis (GPMD) 1 (2015) 1-9

Figure 1.
Anionic clays with M2+/Al3+ molar ratios 1 and 3 (ZACl-1, MAN-3, NAN-3) were synthesized following the same procedure from chloride or nitrate precursor salts of Zn2+, Mg2+, Ni2+ and Al3+.
Table 1.
Solid State Chem. 183 (2010) 479-484
Band 24 (1898) 1–39

In 1917, Abrams[1] carried out concrete compression test under static and dynamic load, finding that there exists rate sensitivity of concrete compressive strength.
Dongming Yan[36,37] conducted dynamic biaxial compressive tests on concrete cubic specimens, in which two axial load ratios were 0:1, 0.25:1, 0.75:1, 1:1, and the results showed that, under different stress ratio, concrete strength enhanced with increment of strain rate, but in two stress ratio of 1: 1 and 0:1, rate sensitivity was stronger; compared with strain rate, effect of stress ratio on concrete strength was greater.
References [1] Abrams D.
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