...Liangchen Yu; Changhong Yan; Xiao Zhang; Shulan Guo; Chao Yan A small-scale landslide occurred in Butterfly Valley in 2011. However, the treatment measures at that time were not targeted due to a lack of understanding of the sliding mechanisms, resulting in the blockage of some drainage points...

...M C R DAVIES; T G HUGHES; P R TAUNTON © Thomas Telford and ICE 1998 DUNDEE UNIVERSITY WALES UNIVERSITY CARDIFF THYSSEN CONSTRUCTION BRIDGES ARCHES MASONRY MODELS CENTRIFUGES TESTING TESTS EFFECT GRAVITY BEHAVIOUR MATERIALS LABORATORIES FAILURES MECHANISMS LOADS...

...A H SOUBRA; COULOMB © Thomas Telford and ICE 1997 ENSAIS BEARING CAPACITY SEISMIC STRIP FOOTINGS SHALLOW CONDITIONS METHODS PSEUDO STATIC STATIC FORCES INERTIA UPPER BOUNDS LIMIT ANALYSIS FAILURES MECHANISMS SANDWICH CALCULATIONS SHEAR ZONES WEDGES FLOW RULES...

...A B FOURIE SLOPES INSTABILITY RAINFALL INDUCED PREDICTION FAILURES SHALLOW WATER INFILTRATION STEEP RESIDUAL SOILS RAIN MECHANISMS IN SITU SUCTION INGRESS WETTING SHEAR STRENGTH STABILITY TECHNIQUES METHODS EVENTS INTENSITY DURATION RETURN PERIODS CRITICAL DEPTH...

... in layers using box-scrapers Amblecote North' 168 I 25-40 I As Clockfields I Spread in layers (< 300 mm) and compacted with vibratirnogllers (min. 4 Dasses) I. Fig. 1. Settlement againtsimt e fir vcaoriaolus opencast OPENCAST BACKFILL SITITLEMENT 9. The mechanism of collapse settlement can be attributed...

... STRUCTURES MEASURES REMEDIAL BORED PILES CONVENTIONAL BEAMS MASONRY GEOTECHNICS CONSTRUCTION METHODS HISTORIC BUILDINGS STABILISATION WALLS RAINFALL GROUND CONDITIONS SLOPES STABILITY SETTLEMENT MECHANISMS INSTALLATION CROSS BEAMS CONCRETING RINGS JACKING WINDSOR CASTLE ROUND...

... mechanically constructed bunds. is far fromcomplete. It is expected that Fig. 3 shows tailings being dischargedfrom the concept will become moreuseful for spigots at the headof a hydraulic fill tailings design when the mechanics whereby the beach; Fig.4 is a contour planof a ring-dyke master profile is formed...