Ride the Storm: Navigating Through Unstable Periods / Katerina Rudko (Belka G...
Cal excavation work
1. NO. DESCRIPTION
WIDTH
(mm)
LENGTH
(mm)
DEPTH
(mm)
AREA
(m2
)
VOLUME
(m3
)
1
(a)
(i) RHS Tank Base Slab - Permanent Sheet Piles 1,868.86 68.45 127.92
(ii) RHS Tank Base Slab - Permanent Sheet Piles 1,868.86 18.58 34.72
(b)
(i) RHS End Tank Base Slab - Temporary Sheet Piles 14,950.00 107.78 1,611.31
(ii) From End - End Tank Base Slab-2 3,357.75 34.38 115.44
1,889.40
Note:
1. Item (a/ii) is proposed to be carried out to provide space for consurction of Tank Slab Base at Right Side
EXCAVATION WORK
Calculated using Autocad
Calculated using Autocad
Calculated using Autocad
Calculated using Autocad
Total
Pre-Settling Tank
Excavation
Ramp + Platform + Retaining Wall