Example calculation. Solution: For medium clay layer: Su=45 kPa, α=1−(45−25/90)=0.78 For stiff clay layer: Su=85 kPa, α=0.5 Friction capacity: Qfs=0.78×45×(4×0.25)×7+0.5×85×(4×0.25)×3=373.2 kN End bearing capacity: Qb=9 Su Ab=9×85×(0.25×0.25)=47.82 kN ...
However, there is no comprehensive and accurate calculation theory or method for the retaining wall structure. Thus, this research conducted a model test study on the sheet pile wall with a relieving platform and provided a basis for the design principles and calculation method of the retaining wa...
When the volume of recent precipitation events approached or exceeded the volumetric capacity of P1 and W, a displacement of untreated but strongly diluted water towards the end of the system was generated. This resulted in noise in the calculation of W efficiency and kinetics in the treatment ...