Abstract:
This paper presents a well-documented strut-free excavation case
with diaphragm walls, buttress walls, and partial floor slabs as the strut-free
retaining system. The final excavation level was 9.2 m, covering an area about
17340 m2. Because of its large excavation geometry, this project utilized the
strut-free retaining system to reduce the construction cost and period. The soil
layers above the final excavation level are dominated by the soft to medium clay
layer (SPT = 2–7) and the loose silty sand layer (SPT = 2–6). According to the
interpretation of field monitoring results, the following significant findings were
drawn, such as (1) the measured maximum wall deflection was similar compared
with strutted excavation case histories in the Taipei area. The maximum wall
deflections to final excavation level ratio (dhmax/He) were between 0.27 and
0.55; (2) at the long-side of diaphragm wall, the pattern of the wall deflections is
a cantilever shape with a translational movement at the wall toe and the location
of maximum wall deflection was near the top of the wall; (3) at the short-side of
diaphragm wall, the pattern of the wall deflections when reaching the final
excavation level was a curvature shape and the location of maximum wall
deflection was slightly lower than the final excavation level; (4) The maximum
ground surface settlements to final excavation level ratio were below dvmax/
He = 0.3%. Although it was quite small, the ground surface settlements extend
to the significant distance behind the diaphragm wall; (5) the strut-free retaining
system was proven successful to retain soil during excavation.
