A LOWER-BOUND APPROACH TO ACTIVE AND PASSIVE EARTH PRESSURE PROBLEMS
スポンサーリンク
概要
- 論文の詳細を見る
Active and passive earth pressures acting on retaining walls are known to be a complicated function of many factors, for instance, the cohesion and friction angle of backfill material, wall friction, and geometries of wall and backfill. Conventional theories based on stability analysis, e.g., Coulomb and Rankine methods which are now quite widely used, cannot necessarily take all these factors into consideration. Firstly this paper develops a numerical procedure for calculating active and passive earth pressures against rigid retaining walls, which enables to take account all these factors affecting active and passive pressures, and which presents full information about the earth pressures. Secondly, by comparing the procedure with Coulomb and Rankine methods, this paper aims to clarify the mechanical and practical meanings of these classical methods. Based on the lower-bound theorem in the theory of plasticity, the procedure searches the minimum and maximum values respectively of active and passive thrusts within the limitations of satisfying the equilibrium equations and non-failure condition. To represent these conditions, the earth pressure and the stress field within backfill are discretized in a similar manner as in the finite element method. On the problem formulation, two methods are considered depending on whether a potential slip surface is assumed or not. When assuming a slip surface, arises a serious difficulty that the criterion for locating the critical slip surface is contrary to the criterion for determining the stress field. When assuming no slip surface, it is shown that the proposed procedure provides the reasonable solutions of active and passive pressures and that the boundary condition of wall and backfill movements has an essential meaning in the analysis. The procedure is applied to a number of case studies, where comparisons are made thoroughly with classical theories. Through the development of the procedure, many important aspects in the earth pressure problems are clarified.
- 1990-12-15
著者
-
荒井 克彦
Department Of Architecture And Civil Engineering Fukui University
-
荒井 克彦
福井大
-
神亀 理恵
Department of Architecture and Civil Engineering, Fukui University
-
神亀 理恵
Department Of Architecture And Civil Engineering Fukui University
関連論文
- 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
- 急勾配盛土の長期的安定性と設計方法
- 地上リモートセンシングによる岩盤斜面安定性評価の多数の実斜面への適用
- 地上リモートセンシングによる岩盤斜面調査方法開発のための基礎的研究
- ブロック積み擁壁土圧の模型実験と数値解析
- 平板載荷試験, 孔内載荷試験による Mohr-Coulomb 強度定数の推定
- 平板載荷試験, 孔内載荷試験による Mohr-Coulomb 強度定数の推定
- 軟弱地盤上の盛土載荷における Mohr-Coulomb 強度定数の逆解析
- 衝撃載荷実験によるMohr-Coulomb強度定数の逆解析
- 地下水位を考慮した盛土斜面の地震時安定解析
- 斜面の地震時安定性に関する模型実験と数値解析
- 実地震加速度記録に基づく地盤の動的物性定数の逆解析
- PARAMETER ESTIMATION OF UNCONFINED AQUIFER BY MEASURING CHANGE OF GROUNDWATER LEVEL
- べた基礎におけるこま型ブロック全面敷設と外周敷設の比較
- 福井県の地盤と基礎工 (特集 東海・北陸地方の地盤特性と工事例)
- A LOWER-BOUND APPROACH TO ACTIVE AND PASSIVE EARTH PRESSURE PROBLEMS
- 防護柵支柱に水平荷重を作用させる模型実験
- 不飽和泥岩の吸水膨張機構
- TWO-DIMENSIONAL CONSOLIDATION BACK-ANALYSIS
- 二次元弾性圧密逆解析(『土質工学会論文報告集』Vol. 30,No.2 (1990年6月発行)掲載論文の概要)
- TWO-DIMENSIONAL CONSOLIDATION BACK-ANALYSIS
- 多次元圧密数値解析法の比較
- 多次元圧密数値解析手法の比較
- 地上リモートセンシングによる岩盤斜面の安定性評価の可能性
- 異方圧密粘土における時間効果の統一的解釈
- A UNIFIED APPROACH TO TIME EFFECTS IN ANISOTROPICALLY CONSOLIDATED CLAYS
- 有限要素法における地盤-構造物相互作用の一評価法
- 地下水面下に掘削される土被りの浅い砂質地山トンネルのモデル実験と逆解析
- 砂質地山トンネルの掘削に伴う地盤物性定数の逆解析
- 地盤工学における逆解析 : 7. 軟弱地盤の変形
- 工程計画管理の最適化に関する研究-3-ロックフィルダム工事における重機工程計画(適用例-2-)
- 変形と剛性を考慮した補強盛土斜面の安定解析
- 重錘落下試験に基づく地盤の動的物性定数の逆解析
- RELATIONSHIP BETWEEN TIME EFFECTS IN TRIAXIAL TEST AND SECONDARY COMPRESSION
- BACK-ANALYSIS OF DEFORMATION AND MOHR-COULOMB STRENGTH PARAMETERS BASED ON INITIAL STRAIN METHOD
- ACTIVE EARTH PRESSURE FOUNDED ON DISPLACEMENT FIELD
- 軟弱地盤上試験盛土に対する逆解析手法の適用
- APPLICATION OF BACK-ANALYSIS TO SEVERAL TEST EMBANKMENTS ON SOFT CLAY DEPOSITS
- 地盤の動的物性定数の逆解析(『土質工学会論文報告集』Vol.30,No.4 (1990年12月発行)掲載論文の概要)
- A SIMPLE BACK-ANALYSIS IN A SEISMIC SUBSOIL CONTEXT
- 有限要素法における地盤 : 構造物相互作用の一評価法
- A NEW LIMIT EQUILIBRIUM ANALYSIS OF SLOPE STABILITY BASED ON LOWER-BOUND THEOREM
- INFLUENCE OF STRENGTH ANISOTROPY ON THE SEARCH FOR CRITICAL NONCIRCULAR SLIP SURFACE
- トンネル工事における情報化施工の適用
- トンネル工事における情報化施行の適用
- トンネル内空変位計測に基づく地盤変形・強度定数の推定
- トンネル内空変位計測に基づく地盤変形・強度定数の推定
- ESTIMATION OF NONLINEAR CONSTITUTIVE PARAMETERS BASED ON MONITORED MOVEMENT OF SUBSOIL UNDER CONSOLIDATION
- 多次元圧密地盤における物性定数の推定
- ESTIMATION OF SOIL PARAMETERS BASED ON MONITORED MOVEMENT OF SUBSOIL UNDER CONSOLIDATION
- 観測施工における地盤物性定数の合理的推定法
- SIMPLE OPTIMIZATION TECHNIQUES FOR EVALUATING DEFORMATION MODULI FROM FIELD OBSERVATIONS
- 飽和等方正規圧密粘土における時間効果の統一的解釈
- 消散エネルギー最小化に基づく飽和粘土挙動の表現
- ジオシンセティックスを用いた落石防護擁壁の実験的研究
- 逆解析
- DETERMINATION OF NONCIRCULAR SLIP SURFACE GIVING THE MINIMUM FACTOR OF SAFETY IN SLOPE STABILITY ANALYSIS
- 下界定理に基づく地盤の極限解析
- LIMIT ANALYSIS OF GEOTECHNICAL PROBLEMS BY APPLYING LOWER-BOUND THEOREM
- 斜面安定解析における非円形最小安全率すべり面の決定
- DETERMINATION OF NONCIRCULAR SLIP SURFACE GIVING THE MINIMUM FACTOR OF SAFETY IN SLOPE STABILITY ANALYSIS
- 工程計画管理の最適化に関する現実的諸問題
- 不確定条件下における建設工事工程計画管理
- 回転貫入杭のメカニズムに関する室内及び現場実験