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松散击实火山岩坡残积土的应力应变特性及其对滑坡的意义
戴福初1; 李焯芬2; 王思敬3
1999
Source Publication岩土工程学报
ISSN1000-4548
Volume021Issue:003Pages:257
Abstract本文对松散击实火山岩风化坡残积土开展了等压固结排水和不排水剪、偏压固结常剪应力排水剪试验,揭示了该类土的应力应变特性,得到了临界状态线。在此基础上,分析了击实填土边坡在暴雨条件下的破坏机理。
Language英语
Document Type期刊论文
Identifierhttp://ir.igsnrr.ac.cn/handle/311030/108226
Collection中国科学院地理科学与资源研究所
Affiliation1.中国科学院地理科学与资源研究所
2.香港大学
3.中国科学院地质与地球物理研究所
First Author Affilication中国科学院地理科学与资源研究所
Recommended Citation
GB/T 7714
戴福初,李焯芬,王思敬. 松散击实火山岩坡残积土的应力应变特性及其对滑坡的意义[J]. 岩土工程学报,1999,021(003):257.
APA 戴福初,李焯芬,&王思敬.(1999).松散击实火山岩坡残积土的应力应变特性及其对滑坡的意义.岩土工程学报,021(003),257.
MLA 戴福初,et al."松散击实火山岩坡残积土的应力应变特性及其对滑坡的意义".岩土工程学报 021.003(1999):257.
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