Sentence examples for piles arrangement from inspiring English sources

Comparing to the uniformly granular pile arrangement, GPA1, the granular piles arrangement, GPA5, causes a decrease in the maximum and differential displacements by 12.7 and 80%, respectively.

Figure 28 shows the effects of different granular piles arrangement on the distribution of bending moment induced in the strip footing.

In addition, these studies do not incorporate the effect of granular piles length (i.e., floating granular piles), granular piles arrangement and granular piles of different diameters on the strip footing behavior.

Comparing to the uniformly granular piles arrangement, GPA1, the arrangement, GPA5, causes a decrease in the bending moments at the center and at 4 m distance from the center by 97 and 41.5%, respectively.

These parameters include number of granular piles, modular ratio (i.e., stiffness of granular piles/stiffness of the weak soil), stiffness of granular layer, diameter of granular piles, length of granular piles, arrangement of granular piles, and granular piles of different diameters.

Open image in new window Fig. 25 Studied cases of granular piles arrangements (No. of granular piles = 13).

Open image in new window Fig. 26 Effect of granular piles arrangements on the displacement of strip footing Open image in new window Fig. 27 Effect of granular piles arrangements on the differential displacement of strip footing Open image in new window Fig. 28 Effect of granular pile arrangements on the bending moment of strip footing.

It is clear from Fig. 28 that higher effect on the bending moment in the middle third of the strip footing and lower effect on the bending moments in edge thirds of the strip footing due to different granular piles arrangements.

In the paper, six different forms (pile arrangement within two, three, four; pile arrangement outside two, three, four) were studied for temperature effect in the next 50 years.

Furthermore, the pile arrangement can influence the impact caused by separation distance.

Different pile arrangement scenarios with a constant material volume and a fixed height are comprehensively investigated.