... embankments are built on top, with the existing rock shed or new portal foundation and top plate working as the lower foundation. This study shows that this new combination structure can resist the impact of falling rocks with a high factor of safety; the effective interception height of rockfall embankments...

...). The factor of safety was considered as the dependent, with W_D, τ and β as independent variables. A pre-defined proposed dam model was analysed using limit equilibrium (LE) methods with the help of the LE software Slide. Linear regression analysis was performed using SPSS...

... STRENGTH INTERFACIAL MEASURED CHARACTERISTICS RAIN RAINFALL FLOODS OVERTOPPING WATER MUD SAFETY BAFOKENG ARCTURUS SAAIPLAAS MERRIESPRUIT AFRICA ZIMBABWE SOUTH AFRICA RHODESIA t1350 BLIGHT Section BB \ Section B'B' \ O2: - Averaae unfailed slope I 23" betweens!be Slope 8...

...N A TRENTER; J ANDERSON; S CORBET; D ALLEN; V HUTCHINSON; W GILL; CDM; CONDAM; HSE © Thomas Telford and ICE 1997 HEALTH & SAFETY EXECUTIVE HSE G MAUNSELL BACHY KELLER GEOTECHNICS ENGINEERING CDM CONDAM REGULATIONS HEALTH SAFETY OCCUPATIONAL LEGISLATION LAW...

... of excavation was surrounded by tail pool running 6 m below the surface at one side and a steep hillock at the other side. The complexity of the work site is shown schematically in Fig. 1. 4. The paper reportsthe proposed method of excavation considering the safety of the powerhouse complex. Methodology 5...

... EMBANKMENTS GEOLOGY ALLUVIAL DEPOSITS AUXILIARY TUNNELS UNDERSEEPAGE REMEDIAL MEASURES FILLING PERFORMANCE SPILLWAYS SAFETY EVALUATION TARBELA INDUS PAKISTAN ASIA Tarbela Dam: resolutionof seepage I. UE Haq Proc.Instn Civ. Engrs Geotech.Engng, 1996, 119, Jan., 49-56 Ground Board...

...C CLAYTON; HSE; S NATTRASS; R EVANS; SIR A MUIR WOOD; SIR A M WOOD © Thomas Telford and ICE 1995 HEALTH & SAFETY EXECUTIVE HSE OVE ARUP GCG SIR WILLIAM HALCROW SIR CHARLES HASWELL MAUNSELL MOTT MAC TUNNELS DESIGN CLAYS LONDON CLAY CONCRETE SPRAYED PRIMARY SUPPORT...

...R J CHANDLER; G TOSATTI DAMS FAILURES TAILINGS COLLAPSE DISASTERS DEATHS DAMAGE GEOLOGY HISTORY CONSTRUCTION GEOTECHNICS PROPERTIES MATERIALS STABILITY SAFETY FACTORS PIPES BLOCKAGES MUDFLOWS FLOW MUD DECANT BORING INSTRUMENTS PIEZOMETERS INSTRUMENTATION SEISMOMETERS...

... MACHINERY TUNNELLING LININGS COSTS PROJECTS MANAGEMENT GPS GLOBAL POSITIONING SYSTEMS TBM CONTRACTS SAFETY SURVEYS THAMES LONDON UK INFORMAL DISClJSSION Construction of the Thames Water Ring Proc. Instn Civ. Engrs Main-with particular regard to the Geotech. Engng, 1995, 113,Jan...

...A K C SMITH © Thomas Telford and ICE 1995 TRAVERS MORGAN LANDSLIPS DESIGN ANALYSIS EMBANKMENTS MARINE TRIAL GLACIAL TILL SLIPS ROADS A55 FORESHORES DEPOSITS LIMESTONE FILL ROCKFILL SAFETY FACTORS STABILISATION TOES LOADING TESTS STABILITY MEASUREMENT MOVEMENT...

... GEOTECHNICS DESIGN STRUCTURAL SYSTEMS TEMPORARY PROPPING BEHAVIOUR PROPS SITES SUPPORTS SOILS STRENGTH TEMPERATURE EFFECT WALLS SAFETY PILES PILING DIAPHRAGM MOORGATE KINGS STREET CHINGFORD LONDON UK Loads onstruts in excavations Introducers M. Stroud, MA(Cantab),PhD, MICE...

... DRYSTONE STORAGE TUNNELS RAILS UNLOADING PITS CONVEYORS TESTING CLASSIFICATION EXCAVATING GAS MONITORING WORKS COFFERDAMS OCCUPATIONAL HYGIENE ARSENIC CYANIDE MEDICAL GASES HYDROGEN HYDROGEN SULPHIDE LAND HAZARDOUS MATERIALS SITES SAFETY EXCAVATION DAGENHAM THAMES LONDON...

...H L JESSBERGER; BRIGEOSOC © Thomas Telford and ICE 1994 RUHR UNIVERSITY BRITISH GEOTECHNICAL SOCIETY BRIGEOSOC FILL LANDFILL GEOTECHNICS DESIGN CONSTRUCTION SITES ASSESSMENT SAFETY QUALITY ASSURANCE WASTE PILES SUBSOIL MANAGEMENT LININGS COMPOSITE SUBGRADE MINERALS...