2024-03-29T07:15:29Z
https://u-ryukyu.repo.nii.ac.jp/oai
oai:u-ryukyu.repo.nii.ac.jp:02001569
2022-10-31T00:51:03Z
1642837622505:1642837855274:1642837873116
1642838403551:1642838406845
飽和粘土の体積一定せん断試験に関する研究
A Study on Shear Test under Constant Volume Condition of Saturated Clay
上原, 方成
原, 久夫
大城, 歓
Uehara, Housei
Hara, Hisao
Ooshiro, Kan
Saturated Clay
Critical State
State Boundary Surface
Undrained Shear Test
Constant Volume Test
The Distribution of Water Content
The three shear tests under constant volume condition were carried out to clarify the coincidence of the stress path of the undrained shear test with constant volume test to confirm the introduction of state boundary surface concept. Experimentally those three stress paths of tests were given similarly. As a result, the validity of concept of the state boundary surface was confirmed. Also, the distribution of water content in the specimen during shear were measured to make sure the effect on the shearing behavior. The distribution of internal water content had changed according as the shear progressed, showing high water content in the top and bottom region and low water content in the center of the specimen.
紀要論文
http://purl.org/coar/resource_type/c_6501
琉球大学工学部
1996-09
VoR
http://hdl.handle.net/20.500.12000/1438
0389-102X
AN0025048X
琉球大学工学部紀要
52
23
15
jpn
open access