| 孤立墩抛石基床极限承载力 |
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| 引用本文： | 刘建起,陈宝珠. 孤立墩抛石基床极限承载力[J]. 天津大学学报(自然科学与工程技术版), 1995, 0(1) |
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| 作者姓名： | 刘建起 陈宝珠 |
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| 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．
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| 关 键 词： | 极限承载力，p－s曲线，破坏机理，极限沉降，整体滑移破坏 |
STUDY ON ULTIMATE BEARING CAPACITY OF THE INDIVIDUAL PIER RUBBLE BED |
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| Liu Jianqi, Chen Baozhu. STUDY ON ULTIMATE BEARING CAPACITY OF THE INDIVIDUAL PIER RUBBLE BED[J]. Journal of Tianjin University(Science and Technology), 1995, 0(1) |
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| Authors: | Liu Jianqi Chen Baozhu |
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| Affiliation: | Dept. of Water Resources and Harbour Eng. |
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| Abstract: | 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. |
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| Keywords: | ultimate bearing capacity load-settlement curve failure mechanism ultimate settlement general slide failure |
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