TY - GEN
T1 - Prediction of surface movement with emphasis on horizontal deformation due to mining
AU - Bai, Mao
AU - Elsworth, Derek
AU - Saperstein, Lee W.
N1 - Funding Information:
The previous represents partial results from work sponsored by the Standard Oil Company. This support is most gratefully acknowledged.
Publisher Copyright:
© 1989 Balkema, Rotterdam.
Copyright:
Copyright 2019 Elsevier B.V., All rights reserved.
PY - 1989
Y1 - 1989
N2 - In predicting the integrity of under-mined structures, surface horizontal displacements and curvatures are frequently of greater importance than the more homogeneous vertical displacements. Accurate evaluation of mining induced subsidence and horizontal displacement further requires that the predictive model adequately represents the subsurface geology, mining geometry and extraction sequencing. The following documents an extension of the Subsidence Prediction and System Identification method (SPASID) to the evaluation of horizontal strains. Comparisons are made between predictions from SPASID and two other empirical methods against measured data from a case study. The system identification method is illustrated to predict horizontal displacements and strains most consistently with the in situ data.
AB - In predicting the integrity of under-mined structures, surface horizontal displacements and curvatures are frequently of greater importance than the more homogeneous vertical displacements. Accurate evaluation of mining induced subsidence and horizontal displacement further requires that the predictive model adequately represents the subsurface geology, mining geometry and extraction sequencing. The following documents an extension of the Subsidence Prediction and System Identification method (SPASID) to the evaluation of horizontal strains. Comparisons are made between predictions from SPASID and two other empirical methods against measured data from a case study. The system identification method is illustrated to predict horizontal displacements and strains most consistently with the in situ data.
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M3 - Conference contribution
AN - SCOPUS:84959171438
SN - 9061918715
SN - 9789061918714
T3 - 30th U.S. Symposium on Rock Mechanics, USRMS 1989
SP - 731
EP - 738
BT - 30th U.S. Symposium on Rock Mechanics, USRMS 1989
A2 - Khair, null
PB - American Rock Mechanics Association (ARMA)
T2 - 30th U.S. Symposium on Rock Mechanics, USRMS 1989
Y2 - 19 June 1989 through 22 June 1989
ER -