Zobrazeno 1 - 10
of 28
pro vyhledávání: '"Mansour Mosallanezhad"'
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 10, Iss 5, Pp 968-976 (2018)
Assessment of the reinforcement behavior of soil under cyclic and monotonic loads is of great importance in the safe design of mechanically stabilized earth walls. In this article, the method of conducting a multistage pullout (MSP) test on the polym
Externí odkaz:
https://doaj.org/article/3dd497ef13324c3488983af0275e0b4c
Publikováno v:
Geotextiles and Geomembranes. 50:1199-1213
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::723f1bdf5c4a0f279de83f33e532a047
https://doi.org/10.1016/j.geotexmem.2022.08.004
https://doi.org/10.1016/j.geotexmem.2022.08.004
Publikováno v:
Transportation Geotechnics. 37:100875
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b5155cfa56519bcb64e9ee1c618e823
https://doi.org/10.1016/j.trgeo.2022.100875
https://doi.org/10.1016/j.trgeo.2022.100875
Publikováno v:
Geosynthetics International. 26:237-250
In this paper, U-shape polymeric strap (UPS) reinforcement, which can develop passive resistance in the soil, is investigated. The curved (looped) part of the strap at the free end of the reinforcement generates a passive resistance in the soil and i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::509ce34c0aa753f8b95643dbd28318de
https://doi.org/10.1680/jgein.19.00001
https://doi.org/10.1680/jgein.19.00001
Autor:
Saeed Hakimian, Mansour Mosallanezhad
Publikováno v:
Journal of Applied Engineering Sciences, Vol 9, Iss 1, Pp 63-72 (2019)
In recent years, the implementations of Micropiles have been increased extensively in large project constructions due to the unique advantages of this method comparing to concrete piles. The results of numerical analysis and centrifuge tests show tha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::af35a7ed9448c6e755955ec9d06e4035
https://doaj.org/article/19652e8d459d4f5fa3d1c91e17b6f565
https://doaj.org/article/19652e8d459d4f5fa3d1c91e17b6f565
Autor:
Mohammed Abdullahi Mu’azu, Wan Amizah Wan Jusoh, Hossein Moayedi, Mansour Mosallanezhad, Ahmad Safuan A. Rashid
Publikováno v:
Neural Computing and Applications. 32:495-518
Artificial neural network (ANN) aimed to simulate the behavior of the nervous system as well as the human brain. Neural network models are mathematical computing systems inspired by the biological neural network in which try to constitute animal brai
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1f6462772583de0f48a46ce3dab41c3
https://doi.org/10.1007/s00521-019-04109-9
https://doi.org/10.1007/s00521-019-04109-9
Autor:
Mohammad Mehrabi, Hossein Moayedi, Ahmad Safuan A. Rashid, Biswajeet Pradhan, Mansour Mosallanezhad
Publikováno v:
Engineering with Computers. 35:967-984
© 2018, Springer-Verlag London Ltd., part of Springer Nature. In the present study, we applied artificial neural network (ANN) optimized with particle swarm optimization (PSO) for the problem of landslide susceptibility mapping (LSM) prediction. Man
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b2fed0a68ca481d68bf378e84b1a9895
https://doi.org/10.1007/s00366-018-0644-0
https://doi.org/10.1007/s00366-018-0644-0
Lateral deflection of piles in a multilayer soil medium. Case study: The Terengganu seaside platform
Autor:
Mehrdad Khalilpour, Rozaimi Bin Mohd Noor, Hossein Moayedi, Mansour Mosallanezhad, Ramli Nazir
Publikováno v:
Measurement. 123:185-192
Vibrations from earthquakes can be felt through structures on the ground. One of the characteristics of soil is that it can absorb vibrations to varying degrees depending on its type and properties. The soil profile and depth of each layer of soil is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c10c972788e70cb794f6f75e0730fae0
https://doi.org/10.1016/j.measurement.2018.03.068
https://doi.org/10.1016/j.measurement.2018.03.068
Autor:
Mansour Mosallanezhad, Hossein Moayedi
Publikováno v:
Measurement. 109:346-353
In this study, a series of small scale tests are conducted on belled and multi-belled piles in dry loose sand. The installed piles were carefully instrumented with several LVDTs, strain gauges, and a load cell. Results recorded from a laboratory mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73493d7912621210a6e317ea5cf62d92
https://doi.org/10.1016/j.measurement.2017.06.001
https://doi.org/10.1016/j.measurement.2017.06.001
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 17:195-203
A true understanding of soil–geogrid interaction is one of the major parameters in designing reinforced earth structures. Alongside the introduction of a new and simple system consisting of transverse geogrids connected to a base geogrid with a 45
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::52ab3abdd2279c6efdea3290451eaf89
https://doi.org/10.1680/jphmg.15.00029
https://doi.org/10.1680/jphmg.15.00029