A design of soil improvement for building a petroleum storage tank with a capacity of 50000 M3, and its construction are presented in this paper. Mono-axis deep mixing technique was applied for this project. Laboratory and in-situ test on cemented soil both for static and dynamic properties were conducted, based on which analysis of strength for static and seismic loading can be used for the practice of the project
The measured profile of large-amplitude settlements of an oil storage tank was analyzed by the finit...
Static and dynamic behavior of above-ground steel storage oil tanks resting on end bearing piles or ...
For oil and oil products storage tank batteries are equipped with the vertical cy-lindrical steel ta...
This paper summarizes the experiences obtained in the design and construction of oil tank foundation...
Two SPTs and two CPTs for ground before and after stabilization, three static loading tests for the ...
This paper introduces the case history of foundation design for 50000 m3 oil tank in collapsible loe...
This paper introduces case histories of poor quality contingency of foundation soil improvement of 5...
One of the three oil storage tanks constructed failed while being test loaded by filling with water....
An oil storage tank at the North suburb La Goulette (Tunisia) was founded on reinforced soft soil by...
This case study describes the use of ground improvement to treat a highly variable site, where new o...
Three 30,000m3 storage tanks are located at a hydraulic-filled reclamation site and close to an eart...
This paper describes the construction of four large tanks on poor soil conditions consisting of hydr...
The Subsoils underneath a tank were improved by dynamic consolidation to density levels required to ...
A soil improvement program revealed new dimensions of rate of pore pressure dissipation, settlement,...
Foundations of 8 Steel Oil storage tanks and two fire water tanks were proportioned limiting total s...
The measured profile of large-amplitude settlements of an oil storage tank was analyzed by the finit...
Static and dynamic behavior of above-ground steel storage oil tanks resting on end bearing piles or ...
For oil and oil products storage tank batteries are equipped with the vertical cy-lindrical steel ta...
This paper summarizes the experiences obtained in the design and construction of oil tank foundation...
Two SPTs and two CPTs for ground before and after stabilization, three static loading tests for the ...
This paper introduces the case history of foundation design for 50000 m3 oil tank in collapsible loe...
This paper introduces case histories of poor quality contingency of foundation soil improvement of 5...
One of the three oil storage tanks constructed failed while being test loaded by filling with water....
An oil storage tank at the North suburb La Goulette (Tunisia) was founded on reinforced soft soil by...
This case study describes the use of ground improvement to treat a highly variable site, where new o...
Three 30,000m3 storage tanks are located at a hydraulic-filled reclamation site and close to an eart...
This paper describes the construction of four large tanks on poor soil conditions consisting of hydr...
The Subsoils underneath a tank were improved by dynamic consolidation to density levels required to ...
A soil improvement program revealed new dimensions of rate of pore pressure dissipation, settlement,...
Foundations of 8 Steel Oil storage tanks and two fire water tanks were proportioned limiting total s...
The measured profile of large-amplitude settlements of an oil storage tank was analyzed by the finit...
Static and dynamic behavior of above-ground steel storage oil tanks resting on end bearing piles or ...
For oil and oil products storage tank batteries are equipped with the vertical cy-lindrical steel ta...