Zobrazeno 1 - 10 of 129 pro vyhledávání: '"Hoe I. Ling"'
1
Centrifuge Modeling and Numerical Analysis of Reinforced Soil Retaining Walls with Concrete Block Facing
Autor: Hoe I. Ling, Lei Xu
Publikováno v: Transportation Infrastructure Geotechnology. 7:405-425
The centrifuge and finite element methods are used to study the behavior of geosynthetic-reinforced soil retaining walls having a concrete block facing. A well instrumented PWRI Wall was used for simulation, with a special interest on the constructio
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::91e0fe9222f781ef3dc92c460c166904
https://doi.org/10.1007/s40515-020-00130-x
Zobrazit plný text záznamu
4
Behavior of Concave Segmental Soil Retaining Wall Using Porcupine Blocks
Autor: Dionysios Stathas, Hoe I. Ling, J. P. Wang
Publikováno v: International Journal of Geomechanics. 21
Motivated by recent studies showing concave slopes are more stable than planar slopes, this paper presents a feasible approach to build a dry-stone concave gravity segmental soil retaining...
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::73b1e38022fbfa288a9c15ab3c5c836e
https://doi.org/10.1061/(asce)gm.1943-5622.0002082
Zobrazit plný text záznamu
5
An approach for the real-time slip deformation coupled with strain softening of a high rockfill dam subjected to pulse-like ground motions
Autor: Yang Zhou, Jingmao Liu, Hoe I. Ling, Degao Zou, Huichao Han
Publikováno v: Soil Dynamics and Earthquake Engineering. 117:30-46
The dynamic stability of a dam is a major engineering problem, especially since many high dams have been built or designed in near-fault zones. However, few studies have been focused on the dynamic stability of dams subjected to near-fault pulse-like
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::074308d5589a4cee0c5352119717b308
https://doi.org/10.1016/j.soildyn.2018.10.044
Zobrazit plný text záznamu
6
Failure Mechanisms of Shallow Tunnel in Sandy Ground
Autor: Liming Li, Bartlomiej Dziuban, Hoe I. Ling
Publikováno v: Transportation Infrastructure Geotechnology. 5:318-331
The deformations and failure mechanisms of the tunnel face in a shallow ground were studied using a geotechnical centrifuge. The test setup comprised of a half section of tunnel of diameter (D) of 10 cm with a movable rigid face plate, both created u
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d27e47da1eaee62f5eca11a86de49c72
https://doi.org/10.1007/s40515-018-0062-1
Zobrazit plný text záznamu
8
Fluid Coupled-DEM Simulation of Lateral Loading Experiment for Buried Pipe in Saturated Sand
Autor: Yutaka Sawada, Toshinori Kawabata, Kohei Ono, Kenji Terada, Hoe I. Ling
Publikováno v: Transportation Infrastructure Geotechnology. 5:93-113
Two-dimensional simulation was carried out using a fluid coupled-DEM (discrete element method) analysis on lateral loading experiments for a pipe buried in saturated sand. The interaction between soil and pore water was reproduced by dividing the mod
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::240cd88aa845c3e51b9e12e03a6fcabf
https://doi.org/10.1007/s40515-018-0050-5
Zobrazit plný text záznamu

Vyhledávací nástroje:

Upřesnit hledání

Omezení vyhledávání
Plný text Recenzováno Digitální knihovna AV ČR
Zdroje