Sentence examples for piles support from inspiring English sources
The original pile-anchor support system was simulated as well as the proposed quincunx double-row piles support system.
In quincunx double-row piles support system, pile space is the primary factor affecting the settlement around the excavation and the lateral displacement of retaining piles, especially for the latter.
It is indicated that the quincunx double-row piles support system with reasonable parameters can effectively restrict the settlement around the excavation and the lateral displacement of retaining piles, therefore, can optimize the supporting effect.
For the construction of deep excavation in similar geo-environments, the quincunx double-row piles support system with reasonable parameters can effectively restrict the settlement around the excavation and the lateral displacement of retaining piles, therefore, can optimize the supporting effect.
The piles support two river piers, two shore piers and two abutments.
Fifteen groups of piles support a continuous lattice girder, each set comprising four piles screwed into the river bed at an angle with an X-brace between each adjacent pair.
But not enough to qualify as piles supporting the glossily painted, but shaky pier.
In addition, the relieving platform affords the sheetpiling considerable help in resisting horizontal blows from the impact of berthing ships, and in order to increase this resistance some of the piles supporting the platform are often driven toward the quay face.
These results confirm recent published numerical results on single piles supporting SDOF structures and generalize their findings to grouped piles supporting SDOF and 2DOF structures.
The system consists of guide piles supporting the floating installation, a subsea truss structure cross-linking the piles, and a seabed base platform fixed to the seabed.
As such, the soil-structure interaction constitutes the focus of the research presented herein, in particular, the development of axial stresses in the piles supporting the abutment as a result of thermal expansions and contractions of the bridge superstructure.
