Sentence examples for inner pile from inspiring English sources

However, a long open-ended pile can produce a similar bearing capacity as a closed-ended pile due to large inner frictional resistance mobilised between the inner pile shaft and inner soil [5].

In contrast to inner piles having the greatest kinematic bending moments, outer piles have a more pronounced inertial ones.

As shown in Fig. 11a, b, a comparison of the results of 46 and 42 mm inner diameter piles (see Table 2) indicates that the smaller diameter piles (using the pile inner diameter, d here since the outer diameter is equal for all the piles) produce higher degree of soil plugging (i.e., smaller values of IFR).

The results also indicate that larger inner diameter piles produce smaller value of K h (i.e., 0.29 and 0.59 for the pile of 46 mm of inner diameter, d for h max and 2D conditions respectively whereas they are 0.78 1.41 and 1.08 1.75 for the piles of 42 mm of d for h max and 2D conditions respectively).

But back at the taxi rank, inner conflict is piling up like rush-hour traffic en route to Inevitable Misery Crescent.

As the last track plays out on their closing party, and hundreds of battered students and inner-city workers pile out into rattling cabs and chicken shops, another chapter of my youth will have flickered and gone out.

As an overall conclusion, we can recommend the use of an inner sleeve at the pile base to increase inner frictional resistance.

I'd take my last meal at a Pictish fort in the Inner Hebrides, sitting on a pile of rocks overlooking the ocean, and surrounded by family, friends... and maybe a sperm whale is swimming nearby.

In this paper, the effects of inner sleeves attached at the pile base on the bearing capacity, particularly inner frictional resistance are discussed using small-scale model piles driven into a sandy ground.

A_{text{an}} = frac{pi }{4}left( {D^{2} - d^{2} } right) (8 where A an is annular area, D and d are pile outer and inner diameter respectively.

In this paper, the effects of inner sleeves attached at the pile base on the inner frictional resistance are discussed, particularly highlighting the lateral stresses at the sleeve using small-scale steel pipe piles penetrated into a medium dense sandy ground.