Geotechnical study of an abandoned limestone mine for crude oil storage

1979 ◽  
Vol 16 (3) ◽  
pp. 577-590
Author(s):  
W. F. Bawden ◽  
D. R. McCreath

The Ironton limestone mine in southern Ohio lies at a depth of approximately 150 m below the surface within the limestones of the Maxville (Mississippian) Formation. The mine was abandoned in 1970 after 60 years of operation. In 1976, the Federal Energy Administration awarded a contract to evaluate the potential of the mine for the storage of crude oil as a part of the U.S. Strategic Oil Storage Program. The paper reviews the geotechnical studies that were undertaken to assess the key questions of whether or not containment of the oil could be assured, and whether or not the mine would remain structurally stable over the life of the storage project.Piezometric data obtained from drilling investigations confirmed that the Maxville limestone, and the over- and underlying formations, were fully saturated. Although some lowering of piezometric levels had occurred over the mine workings, the measured hydrostatic pressures and calculated gradients were found to be sufficiently high to provide positive oil and vapor containment.Based upon in-mine mapping and simple computations, the stability of the mine was determined to be acceptable. It was concluded that bulk oil storage at Ironton mine is technically feasible with minimal costs for remedial geotechnical work.

2012 ◽  
Vol 588-589 ◽  
pp. 1918-1921
Author(s):  
Shang Yang Yang ◽  
Long Yun Zhang

Triaxial compression tests have been performed to determine the properties of the rock mass around an unlining underground crude oil storage caverns which is the first one in China. The execution situation of the tunnel project and the seepage law of groundwater are taken into account; the stress and the seepage field around the tunnel in different working states are simulated by applying Comsol around a underground crude oil storage caverns.According to the test results, it was found that the excavation process may arise the local damage,the extension of the excavation induced loose zone ranges from 0 to 15.6 m, depending on the buried depth of the caverns. According to numerical simulation results, the crown settlement and stress concentration is depended on the buried depth and the water pressure distribution after the excavation of the main cavity. This research results can provide the reference for analysis on the stability of the underground cavities under low stress level and on the water sealed underground petroleum storage rock caverns.


1979 ◽  
Vol 101 (2) ◽  
pp. 87-92
Author(s):  
L. L. Van Sambeek ◽  
F. D. Hansen ◽  
P. F. Gnirk ◽  
M. Ashraf Mahtab

This paper, the second in a series of two, presents the results of a rock mechanics evaluation of the Weeks Island dome salt mine. The purpose of the evaluation was to assess the structural stability of the old mine workings in conjunction with a proposed new deeper mine level during the use of the facility for the long-term storage of crude oil under the Federal Energy Administration’s Strategic Petroleum Reserve Program. The scope of the work involved laboratory testing of the strength and deformational characteristics of the rock salt; determination of a minimum web (or sill) thickness between the old workings (within which crude oil would be stored) and a proposed new mine level development below; and assessment of the effects of crude oil emplacement and withdrawal on the mine stability, as related to both the old workings and the proposed new mine level development. The finite element results, wherein use was made of the strength and deformation properties of the salt from the laboratory tests, indicated that a minimum sill thickness of 90 m (300 ft) should be maintained between the old mine workings and the new level development. Furthermore, the emplacement and withdrawl of crude oil from the old workings will have little influence on pillar and sill stabilities for the entire mine, including the proposed lower level development. The only noticeable effect could, perhaps, be obtained in the creep rate due to changing stress conditions.


Author(s):  
Louis H. Ederington ◽  
Chitru S. Fernando ◽  
Kateryna V. Holland ◽  
Thomas K. Lee

2021 ◽  
Author(s):  
Kamalesh Gupta ◽  
Arun Kumar Jana ◽  
Mousumi Chakraborty ◽  
Parimal A. Parikh

2013 ◽  
Vol 405-408 ◽  
pp. 402-405 ◽  
Author(s):  
Yun Jie Zhang ◽  
Tao Xu ◽  
Qiang Xu ◽  
Lin Bu

Based on the fluid-solid coupling theory, we study the stability of surrounding rock mass around underground oil storage in Huangdao, Shandong province, analyze the stress of the surrounding rock mass around three chambers and the displacement change of several key monitoring points after excavation and evaluate the stability of surrounding rock mass using COMSOL Multiphysics software. Research results show that the stress at both sides of the straight wall of cavern increases, especially obvious stress concentration forms at the corners of the cavern, and the surrounding rock mass moves towards the cavern after excavation. The stress and displacement of the surrounding rock mass will increase accordingly after setting the water curtains, but the change does not have a substantive impact on the stability of surrounding rock mass.


1997 ◽  
Vol 15 (7-8) ◽  
pp. 755-764 ◽  
Author(s):  
S.A. Fazal ◽  
R. Rai ◽  
G.C. Joshi
Keyword(s):  

Sign in / Sign up

Export Citation Format

Share Document