Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Etsuo Sekine"'
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 78:40-51
Publikováno v:
Transportation Geotechnics. 1:157-170
This study examines a simplified and practical prediction method for the cumulative residual settlement of ballasted track under repeated train passages, and the applicability and usefulness of the proposed method are discussed by comparing the exper
Publikováno v:
Journal of Japan Society of Civil Engineers, Ser. E1 (Pavement Engineering). 68:45-53
Elastic modulus of subgrade is an important input parameter in the multilayered elastic structural analysis of asphalt pavement, and the resilient modulus measurement of subgrade materials which assumed action of the vehicle load has been examined en
Publikováno v:
Quarterly Report of RTRI. 52:156-162
This study uses full-scale models subjected to shaking table tests to evaluate the aseismic performance of ballasted track. The authors also tested for lateral ballast resistance force with the ballasted track model after shaking. Results show that i
Autor:
Takatada Takahashi, Etsuo Sekine
Publikováno v:
Quarterly Report of RTRI. 52:149-155
Deteriorated track-slabs have been so far found in some areas subject to cold weather conditions. For track-slab maintenance purposes, it is very important to understand the causes of this deterioration. Visual inspections of track-slabs and investig
Publikováno v:
Quarterly Report of RTRI. 50:110-115
A high bearing capacity for subgrade is essential to avoid excessive settlement in constructing slab tracks on earth structures. However, a soft diluvial clay layer was detected on part of a Tohoku-Shinkansen line under planning adjacent to the local
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 13:125-132
The paper proposes a new analytical procedure with discontinuous analysis to estimate the bearing capacity of granular roadbed used in ballasted track or road pavement. To examine the applicability, a series of numerical simulations bearing capacity
Publikováno v:
Doboku Gakkai Ronbunshuu E. 64:705-715
土構造物上にスラブ軌道を敷設する場合,コンクリート路盤を介して軌道スラブを設置する.スラブ軌道は大きな沈下が生じると保守を行うことが困難であるため,これまで軟弱な粘性
Publikováno v:
Journal of applied mechanics. 10:513-522
Publikováno v:
JOURNAL OF PAVEMENT ENGINEERING, JSCE. 12:47-55