CASE STUDY ON A LARGELY DEFORMED GEOTEXTILE-REINFORCED EMBANKMENT WITH CONSTRUCTION OF CONCRETE CULVERT
スポンサーリンク
概要
- 論文の詳細を見る
Case study was carried out into the causes and countermeasures against excessively deformed concrete culverts during and immediately after the construction in the embankment. And this case study dealing with the issue of typical backwards problem in geotechnical engineering was examined. In this paper, first of all, the outline of the damaged culvert as well as the surrounding embankment is in detail described. The background, together with the cause of damage, is discussed based on the results of site investigation. Secondly, it was attempted to elucidate the deformation mechanism of the embankment by means of numerical analysis, and the countermeasures are proposed. Finally, the stability of the embankment with the countermeasures was evaluated.
- 国際ジオシンセティックス学会 日本支部の論文
国際ジオシンセティックス学会 日本支部 | 論文
- 二重壁構造を有する補強土壁の両面盛土への適用
- 二重壁構造をもつ垂直補強土擁壁の現場実験と数値解析
- 廃棄物処分場向け遮光性保護マットの屋外暴露挙動について
- 線状高分子混合処理土と遮水シートの境界面における遮水性の評価
- 補強土擁壁の地震時変位量計算手法の構築及び実被害事例への適用