Skip to main navigation
Skip to search
Skip to main content
Waseda University Home
English
日本語
Home
Profiles
Research units
Research output
Search by expertise, name or affiliation
P-constant condition applied to undrained cyclic triaxial test of unsaturated soils
H. Wang
*
, J. Koseki, T. Sato
*
Corresponding author for this work
Research output
:
Contribution to journal
›
Article
›
peer-review
5
Citations (Scopus)
Overview
Fingerprint
Fingerprint
Dive into the research topics of 'P-constant condition applied to undrained cyclic triaxial test of unsaturated soils'. Together they form a unique fingerprint.
Sort by
Weight
Alphabetically
Earth & Environmental Sciences
triaxial test
100%
soil
37%
liquefaction
28%
pore pressure
27%
stress-strain relationship
19%
test
17%
sandy soil
14%
effect
3%
Engineering & Materials Science
Soils
68%
Pore pressure
42%
Liquefaction
41%
Testing
8%