PREDICTION OF SALT CAVERN DIAMETERS AND DEPTH FROM SUBSIDENCE DATA
An analytical method has been developed to predict the location, depth and size of caverns created at the interface between salt and overlying formations. A governing hyperbolic equation is used in a statistical analysis of the ground survey data to determine the cavern location, maximum subsidence, maximum surface slope and surface curvature under the sub-critical and critical conditions. The regression produces a set of subsidence components and a representative profile of the surface subsidence under sub-critical and critical conditions. Finite difference analyses using FLAC code correlate the subsidence components with the cavern size and depth under a variety of strengths and deformation moduli of the overburden. A set of empirical equations correlates these subsidence components with the cavern configurations and overburden properties. For the super-critical condition, a discrete element method (using UDEC code) is used to demonstrate the uncertainties of the ground movement and sinkhole development resulting from the complexity of the post-failure deformation and joint movements in the overburden.
Subsidence brine cavern sinkhole
S.Archeeploha K.Fuenkajorn
Geomechanics Research Unit, Institute of Engineering,Suranaree University of Technology, Muang District,Nakhon Ratchasima, Thailand 30000
国际会议
9th International Symposium on Salt(第九届世界盐业大会)
北京
英文
526-542
2009-09-05（万方平台首次上网日期，不代表论文的发表时间）