Zobrazeno 1 - 10
of 67
pro vyhledávání: '"Haruyuki Yamamoto"'
Autor:
Keigo Fukuda, Haruyuki Yamamoto
Publikováno v:
Japanese Geotechnical Society Special Publication. 8:210-215
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::763a4ac4e2e5aa62f23def5e5657e2e4
https://doi.org/10.3208/jgssp.v08.j10
https://doi.org/10.3208/jgssp.v08.j10
Autor:
Haruyuki Yamamoto
Publikováno v:
Proceedings of International Structural Engineering and Construction. 8
Many previous studies have focused on theoretical and experimental evaluations of the crushing of sandy soil particles under high pressure conditions. From the perspective of practical scenarios, the decreased bearing capacity caused by volume shrink
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::270de2ffc6d95a36023d9ebe963202f4
https://doi.org/10.14455/isec.2021.8(1).gfe-01
https://doi.org/10.14455/isec.2021.8(1).gfe-01
Autor:
Haruyuki Yamamoto
Publikováno v:
Proceedings of International Structural Engineering and Construction. 7
Previous studies have investigated particle crushing of sandy soils in high-pressure conditions. In practice, the volume shrinkage and decreasing shear strength due to particle crushing around the pile-foundation tip in crushable sandy soils may be m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::38b201f41b455fa5bc5ee330d3c52099
https://doi.org/10.14455/isec.2020.7(2).gfe-02
https://doi.org/10.14455/isec.2020.7(2).gfe-02
Publikováno v:
Geotextiles and Geomembranes, 45(4), 361-376. Elsevier
This paper presents a novel analytical solution for geotextile-wrapped soil based on a comprehensive numerical analysis conducted using the discrete element method (DEM). By examining the soil–geotextile interface friction, principal stress distrib
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0f3325d1d4f48b5c77a76b801455d025
https://doi.org/10.1016/j.geotexmem.2017.05.001
https://doi.org/10.1016/j.geotexmem.2017.05.001
Autor:
Ariunaa Ganbaatar, Haruyuki Yamamoto
Publikováno v:
Proceedings of International Structural Engineering and Construction. 6
The ductility and strength properties of lightweight steel brace element for structural strengthening of unreinforced masonry (URM) wall is reported in this study. The performance of URM wall without brace and with brace is evaluated by an elastoplas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::40531da00a1cd41612df38bedd7f2f39
https://doi.org/10.14455/isec.res.2019.160
https://doi.org/10.14455/isec.res.2019.160
Publikováno v:
Periodica Polytechnica: Civil Engineering. 2016, Vol. 60 Issue 1, p27-36. 10p.
Publikováno v:
Engineering Geology. 280:105932
Calcareous sand containing weak particles originated from the deposition of skeletal residue of marine organisms is susceptible to significant particle crushing under compression and shearing. The breakage of grains results in excessive deformation a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06758925230805bc5d869059785ec3a1
https://doi.org/10.1016/j.enggeo.2020.105932
https://doi.org/10.1016/j.enggeo.2020.105932
Publikováno v:
Computers and Geotechnics. 76:170-183
Wrapping granular soils in geosynthetic containers, such as soilbags, results in a considerable increase in the bearing capacity due to the effective restraint on the dilatancy of the soil. This paper numerically investigates the stress states and fa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e581b88e8bf9ab4f4bb59e162ffbaf39
https://doi.org/10.1016/j.compgeo.2016.03.006
https://doi.org/10.1016/j.compgeo.2016.03.006
Publikováno v:
Periodica Polytechnica Civil Engineering. 60:27-36
A series of one-dimensional compression tests have been carried out on three kinds of granular materials in a dense state to investigate their mechanical and crushing behaviours. A new testing apparatus that can simultaneously measure the axial and l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb9ab0036c52ef179412651b0f340d8c
https://doi.org/10.3311/ppci.8028
https://doi.org/10.3311/ppci.8028
Autor:
Hongyang Cheng, Haruyuki Yamamoto
Publikováno v:
Japanese Geotechnical Society Special Publication. 2:2215-2220
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::54a5326300d13fba4341ae96c88235d3
https://doi.org/10.3208/jgssp.igs-13
https://doi.org/10.3208/jgssp.igs-13