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The proposed integrated design mitigated the barrier effect and optimised the bottom slab.
In the second case the stiffeners are assumed to be anchored to the bottom slab of the tank, which represents the situation of a newly designed tank.
Completion of the foundation for the marine towers required underwater casting of concrete to connect the bottom slab of marine caissons to their supporting piles.
This paper proposes an innovative groundwater by-pass design to mitigate the barrier effect and to alleviate the groundwater pressure on the bottom slab.
Two common situations resulting from this interaction are the barrier effect (impact of an underground construction on groundwater) and groundwater pressure on the bottom slab (impact of groundwater on an underground construction).
The bottom slab of the deep box is a reinforced concrete counter-vault with continuous shear keys that resist the water pressure transmitting the axial compressive forces to the rock (arch mechanism).
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Since the foundation system is extremely rigid (k1 → ∞), the value of f1 tends to zero; similarly, the value of f2 is rather small, the bottom slabs being very squat structural elements.
To demonstrate the spectral characteristics of bridge vibration and associated noise, Figs. 1 and 2 illustrate the vibratory velocity levels and SPLs of the bottom slabs when identical trains traveled on two different box girders at 144 160 km/h.
These cavities' resonance may increase the noise radiated from the deck and bottom slab.
Open image in new window Fig. 5 Crack patterns of three beam specimens: a MEM-1 5, MEM-1 5:1, and c MEM-1:0. aThe "ESbS" MEM-1 1External MEM-1 1 of Bottom Sland, where the first two letters "ES" means "External Surface," and the last two letters "BS" MEM-1 0Bottom MEM-1 0
The rotation of the beam specimen was the average value of rotations of the loaded web, unloaded web and bottom slab.
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