jing cai jiang norio yagi takuo (1 résultats)

Hardcover. Etat : Good+. 1st Edition. A complete set of 2 volumes, xvi + 1411 pages + xii, b&w illustrations in text. Weight 2855g (please note: extra shipping will be required). Foreign stamps & number on the title page and the last page, books show little wear. Interiors are clean with unmarked text and firm binding. Boards show light handling wear, shelfwear. Issued without dust jackets. - Select Contents: Flow-type failure of slopes based on behavior of anisotropically consolidated sand;Limit analysis for slopes; Using limit equilibrium concepts in finite element slope stability analysis; Stability of geosynthetic reinforced steep slopes; Mechanisms, causes & remediation of cliff instability on the western coast of the Black Sea; Design of slope stabilizing piles; Geoenvironmental factors influencing the deterioration of shale in a rockslope; Weathering mechanism and slope failures of granitic rocks in Southwest Japan; Site investigation of weathered expansive mudrock slopes; Investigation of cut slope consisting of serpentinite and schist; Using multibeam sonar surveys for submarine landslide investigations; Automatic measurement of pore water pressure in the hard-rock slope and the sliding weathered-rock slope; Field measurement of suction in soil & rainfall in Kagoshima Prefecture; Application of acoustic emission method to Shirasu slope monitoring; Acoustic emission technique for monitoring soil & rock slope instability; Hydraulic fracturing as a mechanism of rapid rock mass slides; Evolution of ridge-top linear depressions & disintegration process of mountains; Geological characteristics of landslides of the soft rock type, Central Japan; Study of configuration, scale & distribution of landslides; Geodynamics and spatial distribution of properties of sea cliff colluvium; Mineralogical study of the mechanism of landslide in the serpentinite belt; Detailed geotechnical study in Modi Khola Hydroelectric Project, Western Nepal; Local instability in saturated colluvial slopes in southern Brazil; New theory on instability of planar-sliding slope; Ultimate state of a slope at non-linear, unsteady creep & damage; Application of FEM on the basis of elasto-viscoplastic model to landslide problems; Coupled excavation analyses of vertical cut & slopes in clay; Effects of a deep excavation on a potentially unstable urban hillside in San Marino; Displacements of a slope in the Euganean Hills induced by quarrying; Stability evaluation of sliding failure along thin mudstone deposit due to excavation; Appraisal of Bishop's method of slope stability analysis; Convenient alternative representation of Taylor's stability chart; Influence of stress-strain curves on safety factors & inter-slice forces in FEM; Slope stability analysis considering the deformation of slices & using a spring attached to inter-slice planes; Three-dimensional stability analysis of locally loaded slopes; Lower-bound solution of earth pressure of cohesive backfill with inclined slope surface; Shear band formation and propagation in clay slopes; Progressive failure analysis of slopes based on LEM & on method of non-vertical slices; Back analysis of unsaturated shear strength from a circular slope failure & of MC-DP model parameters based on FEM and NLSSQP method; FE analysis of anisotropic soil slopes and back analysis for its parameters; Upper bound wedge failure analysis method; Stability analysis of rockfill dam and retaining wall constructed on dip bedrock; Soil-water coupling analysis of progressive failure of cut slope using a strain softening model; Back analysis in assessing the stability of slopes by means of surface measurements; Numerical simulation of excavation of the permanent ship lock in the Three Gorges Project & of the buckling failure in rock slopes; Fuzzy-based stability investigation of sliding rock masses; Stability evaluation of discontinuous rock slope; Earthquake & seepage effects on the mobilised shear strength of closely jointed rock [.].