A hypoplastic model for hydrate-bearing sand considering hydrate saturation and grain breakage

被引:4
|
作者
Qian, Haoyong [1 ,2 ]
Wu, Wei [2 ]
Xu, Chengshun [1 ]
Du, Xiuli [1 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
[2] Univ Bodenkultur Wien, Inst Geotech, Vienna, Austria
基金
中国国家自然科学基金;
关键词
critical state; grain breakage; hydrate-bearing sand; hydrate saturation; hypoplastic model; CONSTITUTIVE MODEL; MECHANICAL-PROPERTIES; SEDIMENTS; BEHAVIOR; CRITERION; STATE; SOIL;
D O I
10.1002/nag.3614
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
We present a hypoplastic model to capture the mechanical responses of hydrate-bearing sands by incorporating hydrate saturation and grain breakage. In our model, a new degradation scalar is introduced to account for the effects of hydrate bonding evolution on strength. We also adopt the variable critical state line to assess the effects of hydrate saturation and relative breakage ratio at high confining pressure. This model is validated by modeling a series of laboratory tests.
引用
收藏
页码:3044 / 3064
页数:21
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