いしまる まこと
Makoto Ishimaru
液状化強度の空間的なばらつきが砂地盤の地震時挙動に及ぼす影響
Effects of spatial variation in liquefaction strength on behavior of sand ground during earthquake
重要構造物周辺斜面の地震時崩壊後の影響評価手法の構築-3次元個別要素法による崩落岩塊群の挙動解析-
Development of evaluation methods for impact of earthquake-induced slope failure on nearby critical structures - Analysis of behavior of collapsed rock masses using 3-D distinct element method -
遠心力模型実験による岩盤斜面の地震時崩壊挙動に関する検討-すべり安全率に基づく安定性評価手法の適用性検討-
Centrifuge model test of rock slope failure caused by seismic excitation - Applicability to the stability evaluation method of safety factors against sliding -
模型実験による不連続性岩盤斜面の地震時トップリング崩壊機構の解明に関する調査
An experimental study on earthquake-induced toppling failure mechanism of slope in discontinuous rockmass
原子力発電所建屋近傍埋戻し地盤の沈下メカニズムの解明(その1)-1G場模型振動台実験による検討-
Settlement mechanism of the backfilled ground around nuclear power plant buildings (Part I) - A series of 1G shaking table tests -
遠心力模型実験による岩盤斜面の地震時崩壊挙動に関する検討-流れ盤斜面の平面すべり崩壊-
Centrifuge model test of rock slope failure caused by seismic excitation - Plane failure of dip slope -
構造物損傷まで含めた原子力発電所周辺斜面のフラジリティ評価(その1)-評価手順の整備と実施-
Fragility evaluation of surrounding slopes near nuclear power plants including damage of structure (Part 1) -Specifying assessment procedure and practice-
損失エネルギーに基づく岩ずり埋立地盤の液状化特性評価
Evaluation of liquefaction characteristics of rock debris in reclaimed ground based on dissipated energy
遠心模型実験による地盤内の断層発達過程に関する基礎的研究
Fundamental study on fault development process in the ground by centrifugal model experiment
東北地方太平洋沖地震における変電設備の被害要因と入力地震動レベルの関係
Relationship between the cause of substation equipment damage and the input level of earthquake ground motion during the 211 off the Pacific coast of Tohoku Earthquake
活断層の連動性評価のための指標の抽出(その2)―破壊進展解析および実験に基づく断層分布形状と応力場の検討―
Index for simultaneous rupture assessment of active faults (Part 2) -Numerical and experimental study for the effect of fault distribution and stress field-
不連続面を有する人工岩石材料の破壊進展試験とそれに基づく数値解析手法の適用性評価
Rupture propagation test of artificial rocks with discontinuities and evaluation of numerical method