A pre-stress
pipe pile composite
retaining wall structure which is used in civil construction is formed by
compositing prefab pre-stress
pipe piles and mixture. The
retaining wall comprises prefab pre-stress
pipe piles (1), and the mixture (2); the mixture (2) is disposed between prefab pre-stress pipe piles disposed side by side and in the pipe cores to connect adjacent prefab pre-stress pipe piles (1) integrally and form a front row composite
retaining wall plate (A). An intensity adjusting
retainer (B) composed of prefab pre-stress pipe piles (1) and mixture (2) disposed in the prefab pre-stress pipe piles (1) is disposed at the outer side of the composite retaining
wall plate (A) which is connected with the intensity adjusting
retainer (B) by a coping (3). The mixture material is formed by mixing
cement,
expansive soil,
coal ash and soil body, thereby diameters of the
pile pipes can be further contracted, and intensity of the retaining structure can be adjusted flexibly and conveniently.The invention relates to a filling earth quick hit-
solid control method comprises following steps: performing a light hit-
solid test to the filling earth, determining a
linear regression equation of the optimal
moisture percentage and the wet density at the optimal attitude according to the obtained relationship between the optimal
moisture percentage and the wet density at the optimal attitude; inputting parameters of the
linear regression equation into
computer control system program, obtaining a quick hit-
solid control system representing filling earth property, detecting wet density on site of the filling earth on site,
cutting the earth and screening same with a 20 mm screen, dividing the screened earth into three parts, preparing earth samples with three different
moisture percentage, performing a standard hit-solid test to obtain three hit-solid wet density.