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College of Engineering / 工學院
Civil Engineering / 土木工程學系
Behavior of geotextile-reinforced clay in consolidated-undrained tests: Reinterpretation of porewater pressure parameters
Details
Behavior of geotextile-reinforced clay in consolidated-undrained tests: Reinterpretation of porewater pressure parameters
Journal
Journal of GeoEngineering
Journal Volume
11
Journal Issue
2
Pages
45-57
Date Issued
2016
Author(s)
Yang, K.-H.
Nguyen, M.D.
Yalew, W.M.
Liu, C.-N.
Gupta, R.
KUO-HSIN YANG
DOI
10.6310/jog.2016.11(2).1
URI
https://scholars.lib.ntu.edu.tw/handle/123456789/437440
URL
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84986001277&doi=10.6310%2fjog.2016.11%282%29.1&partnerID=40&md5=263a71ab1ac634624b023abe69c1bf05
Type
journal article