...Xu Cheng; Hua Tang; Zhenjun Wu; Hui Qin; Yachen Xie; Conghua Yuan The research focuses on ancient landslides in south-west China’s mountainous areas, which are often overlooked due to their blending with the natural terrain. A case study from a bridge slope in Yunnan Province is used to investigate...

...Mike G. Winter, BSc, PhD, CGeol, FGS, EurGeol, CEng, FICE, Eur Ing; Ian M. Nettleton, BSc, MSc, EurGeol, CGeol, FGS, CEng, MIMMM; Richard Seddon, BSc, MSc, EurGeol, CGeol, FGS; James Codd, BSc, MSc, EurGeol, CGeol, FGS Work to evaluate the effectiveness of innovative geotechnical slope repair...

.... The aim of this work was to study the effect of the third dimension on static and dynamic stability analyses of pit slopes by comparing results from two- and three-dimensional (3D) numerical and limit equilibrium analyses. Geomechanical data from Choghart open-pit mine, located in the seismically active...

...Shi Wang, MSc; Junjie Wang, PhD; Yuyan Chen, MSc; Yufang Zhang, PhD Expanded polystyrene (EPS) inclusions are placed between rigid anti-slip pile-free sections and slopes, causing soil displacement and transforming the lateral earth pressure from a static to an active state. This study proposes...

.... The funding available for maintenance is usually limited. Hence, the key challenge is to identify the infrastructure slopes that require the most urgent attention. This paper presents an analytical framework that can be efficiently used for slope stability analysis at network scales. The analytical approach...

...A B FOURIE; M G ANDERSON; J HARTSHORNE; D M LLOYD; A OTHMAN; CHASM; GREEN; AMPT © Thomas Telford and ICE 1998 BRISTOL UNIVERSITY PERUNDING ZNA KUALA LUMPUR SLOPES INSTABILITY RAINFALL INDUCED PREDICTION STABILITY SOILS METHODS MODELS COMPUTERS Predicting rainfall-induced...

... 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...

... underwater slope pro®le formed during the process. Notation A cross-sectional area of the sediment±¯uid mixture Ac cross-sectional area of the sediment deposited layer A j,FFF designation of coef®cients C concentration of solids in the ¯uid Cc concentration of solids of the deposited sediments Cavg average...

...E N BROMHEAD © Thomas Telford and ICE 1997 KINGSTON UNIVERSITY LANDSLIDES TREATMENT SLOPES INSTABILITY STABILISATION GEOHAZARDS HAZARDS UNSTABLE SLIDES MASS CONTROL MOVEMENT GEOMETRY IMPROVEMENT SOILS STRENGTH RESISTANCE WORKS REMEDIAL The treatment of landslides...

...G E BLIGHT © Thomas Telford and ICE 1997 WITWATERSRAND UNIVERSITY MUDFLOWS DESTRUCTIVE TAILINGS DAMS DYKES FAILURES SEMI LIQUID BEHAVIOUR GROUND SURFACES MOVEMENT DRY WET RING DYKES IMPOUNDING POST FAILURE BREACHES WALLS SHEAR OVERTOPPING STORMS SHAPE SLOPES...

...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...

...J N KAY; T CHEN; R J MAHARAJ © Thomas Telford and ICE 1996 KYOTO UNIVERSITY RAINFALL LANDSLIDES PLOTTING DATA METHODS ANALYSIS SLOPES FAILURES RAIN WATER ASSESSMENT WARNINGS WEATHER HONG KONG HONG KONG ASIA DISCUSSION ~~ ~~ Rainfall-landslide relationship...

...J N KAY; T CHEN © Thomas Telford and ICE 1995 HONG KONG UNIVERSITY LANDSLIDES RAINFALL DATA TIME RELATIONSHIPS COLLECTION CORRELATION ACTIVITY LEVELS PREDICTION ZONES BOUNDARIES EQUATIONS RAIN SLOPES HONG KONG HONG KONG ASIA Rainfall-landslide...

... SLOPES EXCAVATIONS INSTALLATION NAILS TIEBACKS WALLS REINFORCED ANALYSIS DESIGN OPTIMISATION BRAZIL SOUTH AMERICA Experience with soil nailing in Brazil: J. A . R. Ortigao, DSc, E. M. Palmeira, DPhil, and A . C.Zirlis, EngCiuil Proc. Instn Civ. Engrs Geotech. Engng, 1995, 113,Apr., 93...

... 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...

...H L JESSBERGER; BRIGEOSOC © Thomas Telford and ICE 1994 RUHR UNIVERSITY BRITISH GEOTECHNICAL SOCIETY BRIGEOSOC FILL LANDFILL GEOTECHNICS DESIGN CONSTRUCTION CALCULATIONS METHODS WASTE LOADS VERTICAL DEFORMATION SLOPES STABILITY HYDRAULIC CONDUCTIVITY MINERALS LAYERS...

...G E BLIGHT; MELENTEV The master profilefor hydraulic fill tailings beaches G. E. Blight h o c . Instn Ciw.Engrs Geoteck. Engng. 1994, 107, Jan., 27-40 Geotechnical Board Paper 10006 Slopes formed of hydraulically deposited pool, the level of which is controlled by a pen- Writtendiscussion material...