W. J. Neely

Passive pressure of sand : 10F, 22R. Trans. S. Afr. Instn. Civ. Engs. V16, N6, June, 1974, P193–198

W. J. Neely, 1974 .

BEARING CAPACITY OF EXPANDED-BASE PILES IN SAND

William J. Neely, W. J. Neely, 1990 .

Discussion of “Performance of a Cantilever Retaining Wall” by Joseph G. Bentler and Joseph F. Labuz

W. J. Neely, 2007 .

Effects of Second-Order Design Factors on the Behavior of MSE Walls

William J. Neely, W. J. Neely, Siew L. Tan, 2010 .

Design and Performance of a 46-m-High MSE Wall

Armin W. Stuedlein, Doug Lindquist, William J. Neely, 2010 .

BEARING CAPACITY OF EXPANDED-BASE PILES WITH COMPACTED CONCRETE SHAFTS

William J. Neely, W. J. Neely, 1990 .