... SEEPAGE SOLID MECHANICS FINITE ELEMENTS BOUNDARY ELEMENTS METHODS PROJECTS WATER HEADRACE TAILRACE LININGS INSTRUMENTS INSTRUMENTATION RESPONSES STRAIN GAUGES MODELS MODELLING HYDROPOWER CONCRETE CRACKS HYDROELECTRICITY STRESS REINFORCEMENT GUANGDONG CHINA ASIA...

... sheath damagerecorded when the tops of the in that situation than using the tension piles, concrete piles were trimmed down to the under- which they then had toseparate from the floor, side of the floor level, thesignificant numberof leaving rather an awkward joint between the strands exhibiting seepage...

... GEOMEMBRANES LININGS EMBANKMENTS HYDRAULICS STRUCTURES COMMISSIONING PERFORMANCE IRRIGATION CONTROL GEOLOGY DAMS SEEPAGE FLOORS UNDERDRAINS SLOPES PROTECTION RIPRAP DRAWDOWN QUALITY CONCRETE BLOCKS LEAKAGE MONITORING CONSORTIA JOINT VENTURES AJDABIYA BENGHAZI SIRT SAHARA...

...G P SIMS © Thomas Telford and ICE 1994 EPD CONSULTANTS DAMS MASONRY AGEING MAINTENANCE DESIGN GEOMETRY STABILITY UPLIFT DRAINAGE FOUNDATIONS GROUTING TREATMENT ROCKS CONSTRUCTION JOINTS METHODS MATERIALS CEMENT STRENGTH PERFORMANCE SEEPAGE QUALITY MORTAR LIME...

... as it significant decreasein permeability where the was. foundation had been compressed by the original embankment, or that the grouting had Foundation permeability and strength been effectivein reducing permeability. 8. Measurements of in-situ foundation Accordingly there was a riskof high seepage permeability...