...K S SUBBA RAO; K S S RAO; M M ALLAM; R G ROBINSON © Thomas Telford and ICE 1998 INDIAN INSTITUTE OF SCIENCE BANGALORE SAND SURFACES SOLID FRICTION INTERFACIAL INTERFACE ROUGHNESS MATERIALS DENSITY SHEAR TESTS METHODS CORRELATION PARTICLES RATIOS ANGLES APPARATUS...

... STRAIN LOADS LOADING TWO STAGE INTERACTION FINITE ELEMENTS DECOUPLED FOUNDATIONS FORCES CLAYS GRAVEL STEEL PIERS CONCRETE SAND STIFF ALLUVIAL FAILING SLOPES POWER STATIONS MARINE DEPOSITS LIMESTONE SILTSTONE MUDSTONE STATIC SLIP SURFACES DISPLACEMENT CALCULATIONS TAGUS...

... surface. 30. Figure 11 showssections of the postfailure surface for the Merriespruit tailings dyke. Section E'E' is the pre-failure section normal to the wall and EE is a section through the overtopping breach. Section FF runs at right angles to EE, and GG runs at 45" to EE. The intersections of FF and GG...

...S S C LIAO; POISSON © Thomas Telford and ICE 1995 PARSONS BRINCKERHOFF BABSON COLLEGE WELLESLEY SUBGRADE REACTIONS ESTIMATING COEFFICIENTS PLANE STRAIN CONDITIONS METHODS FINITE ELEMENTS ANALYSIS BEAMS SLABS LOADED SURFACES HOMOGENEOUS ELASTIC SOILS LAYERS DESIGN...

... MUD DECANT BORING INSTRUMENTS PIEZOMETERS INSTRUMENTATION SEISMOMETERS VELOCITY SLIDES PHREATIC SURFACES STAVA TERESO TRENTO DOLOMITES ITALY EUROPE The Stava tailings July l985 R.J. Chandler andG. Tosatti dams failure, Italy,CPriuo.cE. Inngsrtsn Geotech. Engng, 1995,113...