Abstract: Observations on a new cellular wharf bulkhead adjacent to an older similar structure provide the opportunity to assess the suitability of a newly proposed design procedure. Data are obtained that justify the use of the new ...

Abstract: Tests were conducted to determine the effect of a sloping dredge line on passive earth resistance in front of a bulkhead and bending moments in sheet piling. Results are interpreted relative to moment reduction procedures ...

Abstract: A 300‐ft‐long anchored bulkhead at Kake, Alaska, failed following placement of fill behind the bulkhead wall. The entire wall rotated outward at the toe and moved downslope 40 to 60 ft. No on‐site over‐water borings had ...