Zobrazeno 1 - 10
of 58
pro vyhledávání: '"Hung-Jiun Liao"'
Publikováno v:
Journal of Transportation Engineering, Part B: Pavements. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::00095096944bf4fba710f5229b17070d
https://doi.org/10.1061/jpeodx.0000379
https://doi.org/10.1061/jpeodx.0000379
Publikováno v:
Canadian Geotechnical Journal. 57:1058-1071
This study assessed the effect of configuration of the ground-improved body to improve the lateral resistance of piles driven into a coal ash pond. Nine closed-end steel pipe piles were studied by lateral load tests in the investigation, which includ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06f99c06d69be0f16bd2d3e6d6e0bdc8
https://doi.org/10.1139/cgj-2019-0274
https://doi.org/10.1139/cgj-2019-0274
Publikováno v:
Indonesian Journal on Geoscience. 9
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b980b282f50dc502b5ec6dd3f8d1fda4
https://doi.org/10.17014/ijog.9.1.71-85
https://doi.org/10.17014/ijog.9.1.71-85
Autor:
Muntohar, Agus Setyo1 muntohar@umy.ac.id, Hung-Jiun Liao2
Publikováno v:
Journal of Physical Science. 2019, Vol. 30 Issue 3, p71-86. 16p.
Publikováno v:
Geotechnical Aspects of Underground Construction in Soft Ground ISBN: 9780429321559
Geotechnical Aspects of Underground Construction in Soft Ground
Geotechnical Aspects of Underground Construction in Soft Ground. 2nd Edition ISBN: 9781003355595
Geotechnical Aspects of Underground Construction in Soft Ground
Geotechnical Aspects of Underground Construction in Soft Ground. 2nd Edition ISBN: 9781003355595
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::656ba054d9d2642e5bd63d7cb3769f16
https://doi.org/10.1201/9780429321559-12
https://doi.org/10.1201/9780429321559-12
Autor:
Shi-Fon Su, Hung-Jiun Liao
Publikováno v:
Proceedings of the Institution of Civil Engineers - Ground Improvement. 171:2-11
For clay reinforced with grout piles, its shear strength is not easy to determine because the overall strength characteristic of the reinforced soil is the combined result of the shear strengths of the clay and grout piles, improvement ratio, stress
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6dcaab83173578099ee3bfe4732f0e3e
https://doi.org/10.1680/jgrim.16.00036
https://doi.org/10.1680/jgrim.16.00036
Autor:
MUNTOHAR, AGUS SETYO, IKHSAN, JAZAUL, HUNG-JIUN LIAO, JOTISANKASA, APINITI, JETTEN, VICTOR G.
Publikováno v:
Indonesian Journal on Geoscience; 2022, Vol. 9 Issue 1, p71-85, 15p
Publikováno v:
Canadian Geotechnical Journal. 54:1781-1789
To evaluate the diameter of jet grout columns actually formed under the ground, several methods had been developed over the past years. Nevertheless, uncertainty still exists in different methods mostly due to the variations of ground and grouting co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5c0449752cd173bb7413ec31b7db1c19
https://doi.org/10.1139/cgj-2017-0025
https://doi.org/10.1139/cgj-2017-0025
Publikováno v:
Journal of Performance of Constructed Facilities. 33
This paper presents the results obtained from an island-wide investigation program for anchored slopes alongside freeways, highways, and railways in Taiwan. The investigation procedures inc...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f37d834b36c5b81205c44accd49cc652
https://doi.org/10.1061/(asce)cf.1943-5509.0001295
https://doi.org/10.1061/(asce)cf.1943-5509.0001295
Publikováno v:
MATEC Web of Conferences, Vol 195, p 03014 (2018)
Excessive settlement due to consolidation can cause damage to the structure’s rest on soft soil. The settlement takes place in relatively longer. The preloading and prefabricated vertical drain (PVD) is often applied to accelerate the primary settl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::892795490a19d2c00c76384e7b4ebaa7
https://doaj.org/article/85284246f4b04a7d9032268c74d4f9ee
https://doaj.org/article/85284246f4b04a7d9032268c74d4f9ee