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Its effects of the drainage, sliding resistance, sound absorption, noise reduction and water penetration can improve the ground surface ecological cycles, and they are helpful to enhance the driving traffic safety, protect the living environment and solve the negative influence caused by the large-scope modernized city construction.
Auto Marshall apparatus used in this experiment has a control device to record the load-displacement curves, measure the vertical variants of the loads and specimens display and store experimental data.

In shear and transverse direction, a first approximation of the damage development, which corresponds to a linear law with respect to the square root of the equivalent associated force Y, shows a good fit with the experimental data: (7) if < else d22=1 (8) Where the constant parameters and correspond to the threshold and the critical values of the development of (which varies from 0 to 1) and the coefficients c stands for the ratio between the transverse damage and the shear damage, generally it equals 1. is the critical parameter, which defines the ultimate force corresponding to transverse failure.
If we assume a = 1.1, Equations (11) and (12) give good predictions of the stiffness reduction caused by matrix cracking in CFRP, GFRP and KFRP laminates [42].

However, replacement of 50% & 100% sandstone cutting waste in concrete shows the increase in voids along with high porosity and formation of ettringite resulting in weak Interfacial Transition Zone (ITZ) and due to this it was found noticeable reduction of compressive strength.
Acknowledgements Research data compiled in this paper is the outcome of the research publications & literature review.

Hence V(y) can be expressed as: Vy=VdsL .y (3) After substituting the equations (1) and (3) in (2) and also subsequent reduction equation (4) is derived [2]: ∂2∂x2ψx=qεsini .expψx-V(y)Vt (4) where V(y) may be expressed as V.
Extensive Simulation Model There are simulators such as PADRE, PROPHET, BICEPS, etc. that provide efficient data results.

Given the current technological conditions, it is difficult to get accurate data of temperature field through real-time measurement in the process of laser cladding.
With the increase of laser scanning speed, the maximum temperatures on sample surface and interface decline, accompanied with reductions in depth of the molten pool and the interface-metallurgical bonding width.

Figure 7 Morphological image 2.4 Dynamic region of interest extraction The images of corn fields acquired by the camera, where the distant corn plants are smaller in size than the close ones and suffer from problems such as target adhesion, blurring, and inconspicuous distinction of plant connectivity domains, have less reference significance in terms of pixel count data points [16].
Vertical shadow algorithm feature point extraction accuracy increased by 15 % and 8%, the time reduction of 258 ms and 150 ms, respectively.

The other two orientations show a reduction of approx. 50% compared to 0° orientation.
The tensile test was first simulated and the result will be compared with experimental data.

The dashed line in Fig. 4 shows this evaluation for ∆= -125meV, and the excellent agreement with the experimental data for C60F48 confirms that this fullerene derivative acts in fact as a molecular surface acceptor on hydrogenated diamond.
We thus suspect that the reduction of surface conductivity in this case is due to the loss of the hydrogen termination which is typically observed upon annealing in air above 200 °C [17].

Both kinds of tests can offer insightful data regarding the functionality and dependability of lead-free solder joints.
The additional materials introduced may influence in reduction or alteration of the growth and evolution of IMCs.

Table 2 Orthogonal text design and test result Top design cement content /% w/s FN dosage/% Test result 1 2 3 4 Fluidity/cm Compressive strength /MPa Bond strength /MPa 3d 28d 3d 28d 1 1(25) 1(1:3) 1(0.25) 1 14.2 1.34 4.11 0.38 0.65 2 1 2(1:4) 2(0.30) 2 13.2 1.71 4.30 0.35 0.62 3 1 3(1:5) 3(0.35) 3 13.7 2.30 5.42 0.42 0.92 4 2(30) 1 2 3 15.2 1.71 4.51 0.18 0.38 5 2 2 3 1 15.6 1.98 4.23 0.24 0.39 6 2 3 1 2 12.3 2.66 6.97 0.58 1.39 7 3(35) 1 3 2 16.8 1.78 4.67 0.38 0.67 8 3 2 1 3 12.8 2.34 5.51 0.46 1.09 9 3 3 2 1 14.5 2.51 6.32 0.53 1.17 Table 3 Test result direct-viewing analytical table Fluidity/cm 28d Compressive strength /MPa 28d Bond strength /MPa cement /% w/s FN dosage/% cement /% w/s FN dosage/% cement /% w/s FN dosage/% I 13.7 15.4 13.1 4.61 4.43 5.53 0.73 0.57 1.04 II 14.8 13.9 14.3 5.24 4.68 5.04 0.72 0.70 0.72 III 14.7 13.5 15.4 5.50 6.24 4.77 1.00 1.16 0.66 R 1.0 1.9 2.3 0.89 1.81 0.76 0.27 0.59 0.38 Note: The data of I, II, III rows respectively show the mean values
Fly ash as a cementing material can improve the technical performance and reduce the cost, saving energy and facilitate waste reduction.