研究者詳細 - 野田　利弘

論文 - 野田　利弘

分割表示 209 件中 161 - 180 件目／全件表示 >>

Simulation of shear and one-dimensional compression behavior of naturally deposited clays by Super/subloading Yield Surface Cam-Clay Model 査読有り

Nakano, M., Nakai, K., Noda, T. and Asaoka, A.

Soils and Foundations 45 巻 ( 1 ) 頁： 141-151 2005年2月

Elasto-plastic description of undrained shear behavior of sand depending on confining stress

Nakano, M., Noda, T., Nakai, K. and Asaoka A.

Proc. of. Int. Symposium on Plasticity 2005 頁： 283-285 2005年1月

Description of "compaction" and "liquefaction" behavior of sand based on evolution of soil skeleton structure

Nakai, K, Nakano, M., Noda, T. and Asaoka, A.

Proc. 2nd International Workshop on New Frontiers in Computational Geotechnics (IWS-Fortaleza) 頁： 29-32 2004年9月

カムクレイモデルと骨格構造が発達した土の弾塑性モデル

野田利弘、山口栄輝、堤成一郎

土と基礎，地盤工学会 52 巻 ( 8 ) 頁： 10-12 2004年8月

土の骨格構造の働きに着目した「擬似過圧密効果」の一考察査読有り

田代むつみ, 野田利弘,中野正樹

応用力学論文集，土木学会 7 巻頁： 589-596 2004年8月

Mechanical behaviors of clay and sand in terms of active soil skeleton structure 査読有り

Asaoka, A., Noda, T. and Nakano, M.

Proc. Int. Conference on Computational & Experimental Engineering and Sciences (ICCES'04), Madeira, Portugal. 頁： 772-777 2004年7月

Mechanical differences between sand and clay under monotonic and cyclic loading 査読有り

Noda, T., Nakano, M. and Asaoka, A.

Proc. Int. Conference on Cyclic Behaviour of Soils and Liquefaction Phenomena (CBS04), Bochum, Germany. 頁： 77-84 2004年3月

Piled raft foundation behavior on a soft soil system 査読有り

Noda, T., Tashiro, M. and Asaoka, A.

Proc. Int. Symposium on Shallow Foundations (FONDSUP 2003), Paris. 頁： 209-212 2003年11月

Delayed settlement behavior of naturally deposited clayey soil due to the decay of soil structure 査読有り

Noda, T., Nakano, M. and Asaoka, A.

Proc. Int. Workshop on Prediction and Simulation Methods in Geomechanics (IWS-Athens 2003) 頁： 173-176. 2003年10月

Delayed compression associated with low land subsidence due to dewatering 査読有り

Kaneda, K., Noda, T., Nakano, M., Asaoka A. and Yamada, S.

Proc. of Sino-Japanese Symposium on Geotechnical Engineering, Beijing. 頁： 25-32 2003年10月

Soil-water coupled analysis of upheaval behavior of soil after deep excavation 査読有り

Noda, T., Yamada, E., Asaoka, A. and Kuriyama, K.

Proc. of Sino-Japanese Symposium on Geotechnical Engineering, Beijing. 頁： 173-180 2003年10月

Compaction behavior of sand with degradation of structure and overconsolidation 査読有り

Nakano, M., Noda, T., Asaoka A. and Nakai, K.

Proc. of Sino-Japanese Symposium on Geotechnical Engineering, Beijing. 頁： 455-462 2003年10月

Compaction of sandy ground by "static" cavity expansion 査読有り

Noda, T., Yamada, E. and Yamada, S.

Proc. 12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering 頁： 501-504 2003年8月

土の構造とメカニックス」-ミクロからマクロへ-　6. 土の微視的構造の変化と弾塑性モデル

浅岡顕、中野正樹、野田利弘

土と基礎，地盤工学会 51 巻 ( 2 ) 頁： 43-48 2003年2月

Elasto-plastic description of shear behavior after compaction of loose sand

Nakano, M., Noda, T., Yamada, E., Kaneda, K., Nakai, K. and Asaoka A.

Proc. 1st International Workshop on New Frontiers in Computational Geomechanics (IWS-CALGARY 2002) 頁： 27-32 2003年1月

*An elasto-plastic description of two distinct volume change mechanisms of soils 査読有り

Asaoka, A., Noda, T., Yamada, E., Kaneda, K. and Nakano, M.

Soils and Foundations 42 巻 ( 5 ) 頁： 47-57 2002年10月

記述言語：英語掲載種別：研究論文（学術雑誌）

In critical state soil mechanics, the volume change behavior of soils has typically been analyzed based upon conventional "e-logp' relationships". However, compaction/densification of loose sand, for example, can sometimes occur even without any significant increase of mean effective stresses. This study presents a model which considers the fact that volume change can occur due to decay/collapse of the structure of soils. Taking into consideration the differences between clay and sand, this study models super-subloading surfaces together with rotational hardening using the modified Cam-clay model. The effects of decay of the soil structure, loss of overconsolidation and evolution of anisotropy are mutually discussed concerning their relationship with ongoing plastic deformation. Fundamental constitutive model responses are illustrated in the present study particularly for "compaction" of sand. Repeated application of low-level shear stress upon loose sand yields a huge amount of volume compression, which is due to the rapid collapse of the initial soil structure. Repetition of the loading also results in a rapid increase of the overconsolidation ratio. Drained and undrained shear behavior of the sand naturally changes remarkably along this densification/compaction procedure, which is also consistently predicted using a single set of soil parameters. Elasto-plastic behavior of the same sand at various densities is thus totally described in the present study in a single the-oretical framework based on soil parameters independent of density.

Effects of sampling on delayed compression of naturally deposited clay

Noda, T., Nakano, M., Kaneda, K., Asaoka, A. and Yamada S.

Proc. of 1st International Workshop on New Frontiers in Computational Geomechanics (IWS-CALGARY 2002) 頁： 83-90 2002年9月

浅い基礎の設計理論と実際～パイルド・ラフト基礎を中心にして～

三村衛，野田利弘，山田英司，高稲敏浩，小高猛司，島津多賀夫

土と基礎，地盤工学会 50 巻 ( 8 ) 頁： 15-17 2002年8月

水～土連成計算を用いた砂杭拡径による砂地盤の締固めメカニズムの一考察査読有り

野田利弘，高稲敏浩，高木健次，野津光夫

土木学会論文集 Ⅵ-46 巻 ( 679 ) 頁： 111-122 2001年6月

Decay of structure and loss of overconsolidation

Asaoka, A., Nakano, M. and Noda, T.

Proc. Int. Workshop on Deformation of Earth Materials, TC34 of ISSFMGE, Sendai. 頁： 109-118 2001年5月

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