...IF SYMONS TRANSPORT AND ROAD RESEARCH LABORATORY ASSESSMENT STABILITY IN SITU RETAINING WALLS CLAYS PROPPED OVER CONSOLIDATED FISSURES EMBEDDED LONDON CLAY EFFECT METHODS ANALYSIS INPUT PARAMETERS FACTORS SAFETY PENETRATION PORE DEPTH SENSITIVE WATER TABLE...

... specified a 40 m long grout curtain to minimize risk. The curtain required 56 t of cement, which indicated the presence of a significant degree of fissuring in the chalk. Measure- ments show that there has been very little settlement on the breakwaters apart fromtheoneaccident,but I wonder...

...FT HOWELL; GB FOX © Thomas Telford and ICE 1973 HYDROGEOLOGY BASINS PERMEABILITY BOREHOLES PERMEATION ROCKS SANDSTONE FLOW POROSITY FIELD PERMO TRIASSIC AQUIFERS FISSURES GROUNDWATER INTERGRANULAR LANCASHIRE CHESHIRE UK GHRYODURPO L O G I C A L INFORMAL...

.... Sherrell, Consulting Engineering Geologist The sinking of the borehole was accomplished by the reverse-circulation process, so presumablyitwould not havebeenpossible tomakeany detailedstudy of the lithology, degree of cementing, jointing or fissuring of the sandstone. The fact that the lower portionof...

...J K ANDERSON; A H TOMS; M S G KNOX © Thomas Telford and ICE 1966 BRITISH RAILWAYS ASSOCIATED BRIDGE BUILDERS BRIDGES RAILWAYS SUSPENSION ROPES SUSPENDERS ROCKS FISSURES FOUNDATIONS COILS LOCKED TAMAR PLYMOUTH SALTASH UK Discussion on Paper No. 6843...

... FISSURES HYDROLOGY CONTROL COMPACTION TRIAXIAL SHEK PIK HONG KONG LANTAU HONG KONG ASIA Second of two Papers for joint discussion at an Ordinary Meeting on Tuesday, 27 April, 1965, at 5.30 p.m. and for subsequent written discussion.* Paper No. 6841 SHEK PIK DAM by William Johnstone...

... SYNCHROTRONS MAGNETS CONCRETE BLOCKS SHIELDING FOUNDATIONS SOFT ROCKS CHALK FISSURES TRIAXIAL COMPRESSION TESTS ROOFS SETTLEMENT TILTING BEAMS TOLERANCES DESIGN HARWELL UK 450 DISCUSSION ON THE MAIN BUILDING FOR T H E 7 THOUSAND MILLION Paper No. 6496 The main building...

...J INESON; N S BOULTON © Thomas Telford and ICE 1960 SHEFFIELD UNIVERSITY RELATIONS YIELD WELLS EQUILIBRIUM DIAMETER CHALK AQUIFERS MODELS EQUATIONS FLOW FISSURES DISCHARGES 290 DISCUSSIONON RELATION BETWEENTHE YIELD OF A DISCHARGING WELL Paper No. 6350 The relation...

...J INESON; H DUPUIT © Thomas Telford and ICE 1959 GEOLOGICAL SURVEY OF GB DISCHARGES RELATIONS YIELD WELLS EQUILIBRIUM CHALK DIAMETER FIELD OBSERVATIONS MODELS STEADY STATE CONDITIONS GROUNDWATER FLOW CORRECTIONS FISSURES INFLUENCE RADIAL METHODS ANALYTICAL...

... granite. In addition to the usual run-off, yield and design particulars the Paper describes how increased allowancefor uplift was made overa fissured section of the foundations and how the design of the stilling pool and gauging bay was finalizedby model experiments. Provision was made during construction...

...C F COLEBROOK BELFAST WATER COMMISSIONER'S MOURNE SCH. DIVERSION RIVERS RESERVOIRS RECORDS RAINFALL RUNOFF CATCHMENTS INTAKES TUNNELS CONSOLIDATION FISSURES GROUTING EVAPORATION ABSORPTION GEOLOGY TUNNELLING ROCKS EXCAVATION SEALING COSTS ANNALONG RIVER SILENT...

... have involved the Commissioners in greater cost because they were paying for more cement. A few other considerations of that sort made the design appropriate. I t was economical not only in concrete but also in time required to complete the job. With regard to the fissure it was rather interesting...