摘要
采用半原型和模型试验分析了孤立墩抛石基床的破坏机理和极限承载力影响因素,给出了基床极限承载力值.
he failure mechanism of the individual pier rubble bed and the factors affectingthe ultimate bearing capacity are analysed by model tests and full-scale tests. The magnitudes ofthe ultimate bearing capacity of rubble bed are put forward in this paper.
出处
《天津大学学报》
EI
CAS
CSCD
1995年第1期115-117,共3页
Journal of Tianjin University(Science and Technology)
关键词
极限承载力
抛石基床
孤立墩
重力式码头
ultimate bearing capacity, load-settlement curve, failure mechanism, ultimate settlement, general slide failure