E. H. Skinner

Design review of a rectangular shaft in alluvium. [Vertical shaft 9 x 14 ft; 550-ft deep]

P. D. Pack, E. H. Skinner, 1976 .

Support determinations based on geologic predictions : 3F, 8T, 13R. PROCEEDINGS RETC. AIMMPE, NEW YORK, USA, V1, 1972, P43–P64

E. H. Skinner, G. E. Wickham, H. R. Tiedemann, 1975 .

SUPPORT DETERMINATIONS BASED ON GEOLOGIC PREDICTIONS

E. H. Skinner, G. E. Wickham, H. R. Tiedemann, 1972 .