This paper summarizes the experiences obtained in the design and construction of oil tank foundations on untreated high compressive saturated soft clay. Through the study and analysis of the various data collected from long-term observation, the author has proposed a number of suggestions on the designing of the foundation of oil tanks, the calculation of the deformation of tank floors, allowable differential settlement and the spacing of tanks. In addition, the paper also gives an account of the behaviour of the site and the deformation of tanks resulting from the Tangshan Earthquake
The geotechnical report performed for the design stage of a water tank revealed a soil profile consi...
The paper discusses studies undertaken to identify the cause(s) for differential settlements experie...
For oil and oil products storage tank batteries are equipped with the vertical cy-lindrical steel ta...
Foundations of 8 Steel Oil storage tanks and two fire water tanks were proportioned limiting total s...
Settlement during hydro-testing of two 30-m diameter oil tanks was generated mostly by a layer of hi...
This paper introduces case histories of poor quality contingency of foundation soil improvement of 5...
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...
One of the three oil storage tanks constructed failed while being test loaded by filling with water....
A design of soil improvement for building a petroleum storage tank with a capacity of 50000 M3, and ...
The measured profile of large-amplitude settlements of an oil storage tank was analyzed by the finit...
The paper presents a detailed case history of foundation performance of six 60-m diameter, 15-m high...
An oil storage tank at the North suburb La Goulette (Tunisia) was founded on reinforced soft soil by...
The paper discusses of some results of flexible footings and their models behaviour in the case of l...
This case study describes the use of ground improvement to treat a highly variable site, where new o...
The geotechnical report performed for the design stage of a water tank revealed a soil profile consi...
The paper discusses studies undertaken to identify the cause(s) for differential settlements experie...
For oil and oil products storage tank batteries are equipped with the vertical cy-lindrical steel ta...
Foundations of 8 Steel Oil storage tanks and two fire water tanks were proportioned limiting total s...
Settlement during hydro-testing of two 30-m diameter oil tanks was generated mostly by a layer of hi...
This paper introduces case histories of poor quality contingency of foundation soil improvement of 5...
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...
One of the three oil storage tanks constructed failed while being test loaded by filling with water....
A design of soil improvement for building a petroleum storage tank with a capacity of 50000 M3, and ...
The measured profile of large-amplitude settlements of an oil storage tank was analyzed by the finit...
The paper presents a detailed case history of foundation performance of six 60-m diameter, 15-m high...
An oil storage tank at the North suburb La Goulette (Tunisia) was founded on reinforced soft soil by...
The paper discusses of some results of flexible footings and their models behaviour in the case of l...
This case study describes the use of ground improvement to treat a highly variable site, where new o...
The geotechnical report performed for the design stage of a water tank revealed a soil profile consi...
The paper discusses studies undertaken to identify the cause(s) for differential settlements experie...
For oil and oil products storage tank batteries are equipped with the vertical cy-lindrical steel ta...