The shear-wall specimen UT-PBS-09 with aspect ratio of 1.0 and axial load of 136.6 kips tested at UT Austin used nominal 8- x 8- x 16-in. lightweight concrete masonry units (ASTM C90); coarse grout by
Specimen RW-A15-P10-S78, subjected to combined constant axial load and reversed cyclic lateral loading, was tested. The wall has rectangular cross section with aspect ratio of 1.5, design axial load o
This series documented various engineering projects undertaken by the Railway Construction Branch of the Board of Land and Works (VA 690) from 1914 and 1965 and the Railway Construction Board VA 691 f
