Zobrazeno 1 - 10
of 106
pro vyhledávání: '"Chin Jian Leo"'
Autor:
Lila Dhar Sigdel, Minghao Lu, Ahmed Al-qarawi, Chin Jian Leo, Samanthika Liyanapathirana, Pan Hu
Publikováno v:
Journal of Rock Mechanics and Geotechnical Engineering, Vol 15, Iss 8, Pp 2132-2146 (2023)
The thermally induced cyclic loading on integral bridge abutments causes soil deformation and lateral stress ratcheting behind the abutment wall due to the expansion and contraction of the bridge deck. The forward and backward movements of the abutme
Externí odkaz:
https://doaj.org/article/c6251d71a9fb4b98b90e51cb8c4ef322
Autor:
Wenjie Guan, Meixia Zhang, Zekun Wang, Guosheng Jiang, Wenqi Liu, Sheng Cao, Chin Jian Leo, Elieen An, Xiaodong Gao, Wenbing Wu
Publikováno v:
Energies, Vol 15, Iss 24, p 9548 (2022)
The low-strain integrity testing of large-diameter piles has attracted more and more attention because of its wide application in offshore engineering, such as for wind turbines, etc. Body and Rayleigh waves generate on the top surface of large-diame
Externí odkaz:
https://doaj.org/article/2a8d926a34cd489290948dd54e9b4c13
Publikováno v:
Applied Sciences, Vol 11, Iss 15, p 7131 (2021)
Integral bridges are a class of bridges with integral or semi-integral abutments, designed without expansion joints in the bridge deck of the superstructure. The significance of an integral bridge design is that it avoids durability and recurring mai
Externí odkaz:
https://doaj.org/article/587f02b8537441ceb7fa8c53c61a78c4
Autor:
Lila Dhar Sigdel, Minghao Lu, Chin Jian Leo, D. S. Liyanapathirana, Pan Hu, Van Doan, Ahmed Al-Qarawi
Publikováno v:
Canadian Geotechnical Journal.
Integral bridges avoid many of the persistent issues with joint degradation and maintenance issues regularly experienced by traditional bridges. The cyclic thermal displacements of the integral bridge would be transferred by the joints to the abutmen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73acf80f43ffee479af25e8d38544a3a
https://doi.org/10.1139/cgj-2022-0500
https://doi.org/10.1139/cgj-2022-0500
Publikováno v:
Computers and Geotechnics. 155:105184
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3776788a3d267639b3f631213911fbd
https://doi.org/10.1016/j.compgeo.2022.105184
https://doi.org/10.1016/j.compgeo.2022.105184
Publikováno v:
Journal of Zhejiang University-SCIENCE A. 21:29-43
Structured soft clays are widely distributed in the coastal regions of China. The characteristics of the natural structure greatly influence the compressibility and permeability of marine soft clays and should be considered in the theory of their con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::119213791b5ca1293cf9b3cb8c21d81a
https://doi.org/10.1631/jzus.a1900268
https://doi.org/10.1631/jzus.a1900268
Publikováno v:
Computers and Geotechnics
Computers and Geotechnics, Elsevier, 2020, 121, pp.103441. ⟨10.1016/j.compgeo.2020.103441⟩
Computers and Geotechnics, Elsevier, 2020, 121, pp.103441. ⟨10.1016/j.compgeo.2020.103441⟩
Applying a high internal pressure inside an underground cavity can increase the extent or intensity of the Excavation Damaged Zone (EDZ). This issue arises in many situations: the geological disposal of radioactive waste where different swelling mate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3a2058507962a6e8cf5bb49dbfa0dd4a
https://hal.archives-ouvertes.fr/hal-02972053
https://hal.archives-ouvertes.fr/hal-02972053
Publikováno v:
Geotechnical and Geological Engineering. 36:3375-3389
Deep cement mixed (DCM) walls are widely used in supporting excavations in many parts of the world. In this paper, a case study of an excavation supported by a DCM wall with steel inclusions is analysed using a three-dimensional finite element model
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d188f8e1504bce2dd8f940624579c99
https://doi.org/10.1007/s10706-018-0539-2
https://doi.org/10.1007/s10706-018-0539-2
Publikováno v:
Marine Georesources & Geotechnology. 36:253-263
The static drill rooted nodular (SDRN) pile is a new type of precast pipe pile with equally spaced nodes distributed along the shaft and wrapped by the surrounding cemented soil. In this paper, the longitudinal dynamic response of the SDRN pile embed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::254ac13585c483dcb9f3f266884cbee2
https://doi.org/10.1080/1064119x.2016.1214194
https://doi.org/10.1080/1064119x.2016.1214194
Publikováno v:
Marine Structures. 79:103038
Punch-through failure of jack-up spudcan foundations occurs in active oil and gas drilling exploration regions, where relatively stiff soil overlies soft marine layer. Therefore, installation of spudcan foundations in such seabed formations threatens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::260706b786b7907024fdc8c55f1a64b8
https://doi.org/10.1016/j.marstruc.2021.103038
https://doi.org/10.1016/j.marstruc.2021.103038