Sentence examples for pile structure from inspiring English sources

Such a high porosity may be consistent with a rubble pile structure and may favor a compressional style of cratering.

The anchored sheet pile quay wall with a separate pile-supported platform was invented to meet the functional and serviceable requirements of engineering practice, including the higher elevation of retained soils and smaller wall deflection, based on the conventional anchored sheet pile structure.

Such corrosion rates (mm/year) can be used both when designing new structures by oversizing the steel thickness and when estimating the bearing capacity of existing sheet pile structures.

(2007) introduced the concept of internal cohesive strength into the rubble-pile structure.

It is believed that asteroids with diameter of (D > 0.15) km have "rubble-pile" structure, in which asteroids are gravitationally bounded aggregations with no assumed internal cohesion.

This is in good agreement with the general picture of rubble-pile structure, in which asteroids with a lower bulk density have a lower spin-rate limit.

2014), and the 23 candidates stand out from the rubble-pile asteroids to form a group above the 2.2-h spin barrier that cannot be explained by the rubble-pile structure unless they have anomalously high bulk densities (see Fig.  4).

Moreover, another important implication of rubble-pile structure is that the lower the bulk density of an asteroid, the longer its spin barrier can be expected.2 With enough samples of rotation period and taxonomy type, we should be able to see different spin-rate limits for different types of asteroids.

In 1900, the lighthouse was identified in the Light List as having a red screw-pile structure, a white tower and dwelling with a slate-gray Mansard roof topped with a black lantern.

This paper presents an elastic study of tunnel-pile-structure interaction through Winkler-based Two-Stage Analysis Methods (TSAMs), focusing on structural displacements resulting from tunnel excavation beneath piled frames or simple equivalent beams.

Hokmabadi et al. [13] have performed shake table tests using laminar box concept to evaluate response of soil-pile-structure interaction of soft soils.