基础设计采用预应力管桩，桩径ф600mm，桩长为42~45m，桩身采用

基础设计采用预应力管桩，桩径ф600mm，桩长为42~45m，桩身采用C60砼，持力层为clay hard层。本工程共布桩215根，本次动测22根，抽检率为10.23%。检测桩数由委托单位与设计单位确定。

結果 (英文) 1:

Foundation design of prestressed pipe piles, pile diameter ф 600mm, length 42~45m, C60 concrete of pile, bearing layer is clay hard. This project a total of 215, the dynamic test 22, sampling rate is 10.23%. Pile number identified by the client and design units.

結果 (英文) 2:

Prestressed pipe pile foundation design, pile diameter ф600mm, pile length of 42 ~ 45m, using C60 concrete pile, bearing stratum of clay hard layer. The project consists of 215 piles of cloth, this dynamic testing 22, sampling rate of 10.23%. Detection pile is determined by the number of units and design units commissioned.

結果 (英文) 3:

Foundation design of prestressed concrete tubular pile diameter, 600mm diameter, 42~45m length of pile, pile with C60 concrete bearing layer, clay hard layer. This project is a total of 215 piles, the dynamic test 22, the sampling rate is 10.23%. The number of piles is determined by the client and the design unit.