期刊:Journal of the Geotechnical Engineering Division [American Society of Civil Engineers] 日期:1975-09-01卷期号:101 (9): 999-1003被引量:48
标识
DOI:10.1061/ajgeb6.0000202
摘要
The Purpose of this paper is to present some recent laboratory model test results on the breakout resistance of shallow horizontal rectangular model anchor plates in loose granular soil and to study the variation of breakout factors and critical depths of embedment (for shallow and deep anchor behavior) with length-to-width ratios of the plates.