671017.pdf

Analytical solution Numerical solution 20 2530354045 Volumetric water content (%) 0 0. 5 1 1. 5 2 h (m) (a) Rising Analytical so ...

Table 2: Conversion relationship of mass and volumetric water content got from the moisture probes. Mass water content/% Volumet ...

SubgradeSSubgrade ubgrade (cm) Gravel layer Case 1 Case 2 Case 3 Sand cushion New materials External water Water tank Outlet pip ...

30 35 40 45 0 100 200 300 1 - 1 # 1 -2# 1 - 3 # Vo l umetric water content (%) Time (d) (a) Box 1 25 30 35 40 45 Vo l umetric wa ...

32 37 42 47 0102030405060 Time (d) Vo l umetric water content (%) 1-1# experiment result 1-2# experiment result 1-3# experiment ...

Hindawi Publishing Corporation Journal of Applied Mathematics Volume 2013, Article ID 859803, 12 pages http://dx.doi.org/10.1155 ...

Figure 1: Mining labour supported by individual hydraulic props. 2. Engineering Background Longwall mining [ 9 , 10 ], for panel ...

b x z y Support Support Elastic support- coalface L 1 L 2 L 3 L 4 Figure 2: Scheme of longwall mining. y x qi ei Ksi Figure 3: S ...

Walkw ay (^1) Walkw ay 2 q 1 q 2 q^3 q 4 q 5 q 6 L 1 L 2 L 3 L 4 L 5 L 6 E 1 ,e 1 E 2 ,e 2 E 3 ,e 3 E 4 ,e 4 E 5 ,e 5 E 6 ,e 6 K ...

0.00 1.25 2. 50 Type 1 3.75 5. 00 6.25 7. 50 −5. 00 −4. 00 −3. 00 −2. 00 −1. 00 00 00 00 0.00 1.25 2.50 3.75 5.00 6.25 7. 50 D ...

Table1:Propertiesofthematerialsineachsectionorspan. Section 1 siltstone Section 2 siltstone Section 3 siltstone Section 4 siltst ...

−12. 00 −10. 00 −8. 00 −6. 00 −4. 00 −2. 00 00 00 00 00 00 0.00 1.25 2.50 3.75 5.00 6.25 7. 50 Bendi ng moment (kN m ) Coalfac ...

0.00 1.25 2.50 3.75 5. 00 6.25 7. 50 −30. 00 −20. 00 −10. 00 00 00 00 00 0.00 1.25 2.50 3.75 5.00 6.25 7. 50 Shear force (kN ) ...

푚3,8=−푒−퐾^2 푥^1 ⋅sin퐾 2 푥 1 , 푏 3 =푦푝2−푦푝1. (A.3) Row 4. 푚4,1=퐾 1 푒퐾^1 푥^1 (cos퐾 1 푥 1 −sin퐾 1 푥 1 ), 푚4,2=퐾 1 푒퐾^1 푥^1 (cos퐾 1 ...

Row 10. 푚10,5=−2퐾푡2퐾^32 푒퐾^2 푥^2 (cos퐾 2 푥 2 +sin퐾 2 푥 2 ) −퐾푒1푒퐾^2 푥^2 cos퐾 2 푥 2 , 푚10,6=2퐾푡2퐾^32 푒퐾^2 푥^2 (cos퐾 2 푥 2 −sin퐾 2 ...

푚15,17=−푒퐾^5 푥^4 ⋅cos퐾 5 푥 4 , 푚15,18=−푒퐾^5 푥^4 ⋅sin퐾 5 푥 4 , 푚15,19=−푒−퐾^5 푥^4 ⋅cos퐾 5 푥 4 , 푚15,20=−푒−퐾^5 푥^4 ⋅sin퐾 5 푥 4 , 푏 ...

푚21,22=−2퐾^26 푒퐾^6 푥^5 cos퐾 6 푥 5 , 푚21,23=−2퐾^26 푒−퐾^6 푥^5 sin퐾 6 푥 5 , 푚21,24=2퐾^26 푒−퐾^6 푥^5 cos퐾 6 푥 5. (A.21) Row 22. 푚22,1 ...

Hindawi Publishing Corporation Journal of Applied Mathematics Volume 2013, Article ID 420536, 19 pages http://dx.doi.org/10.1155 ...

strains at any point of the anisotropic circular disc com- pressed diametrically. The stress concentration in uniaxial compressi ...

Imaging distance Baseline Rock m ass exposure P 2 (u, ) P 1 (u, ) VL(X,Y,Z) VR(X,Y,Z) E S H Figure 1: Imaging principle of the 3 ...