... ANCHORS DESIGN FIELD INVESTIGATIONS ANALYSIS STRUCTURES QUALITY HIGH CONCRETE CLADDING SUPPORTS ECONOMICS STEEL PIPES SHELLS DREDGING CONTROL PROFILES BENDING LIMITING STRESS RADIUS MANUFACTURE CONCRETING ASSEMBLY STRINGS LAND SUBMERGED CONTROL WEIGHT BACKFILLING SURVEYS...

... of limestone reefs up to 7 m deep involved blasting and dredging. The outermost 1.6 km of pipeline laid on a sandy seabed in a water depth of up to 20 m, including the 70 port diffuser, was rock armoured. Trenchingin surf zones was also rock backfilled. Nineteen 220 m long pipestrings were pulled out...

... BACKFILLING CONDITIONS SETTLEMENT MONITORING SAND GRAVEL SURFACING RIVERS CONTRACTORS TERMINALS AIDS DESIGN BANDAR SERI BEGAWAN BRUNEI ASIA Proc. lnstn Ciu. Engrs, Part 1, 1977, 62, Nov., 605-622 8040 Construction of neinwternational airport, Brunei This Paper deals...

...ML COOPER © Thomas Telford and ICE 1976 FILL CONSTRUCTION RAW CIRCULAR PRECAST BOLTED WORKS ORGANISATION PERMANENT RECLAMATION EXCAVATING SEGMENTS CRACKING BACKFILLING SEWAGE GROUND COFFERDAMS CONCRETE LININGS DESIGN METHODS COSTS GEOLOGY EXCAVATIONS REINFORCED...

... ROADS EXPERIMENTS STATIC CERAMICS SURCHARGE BEHAVIOUR IMPACT BURIED LOADS VEHICLES HB LOADS BACKFILLING SEWERS TESTS PILOT FAILURES CONCRETE STRENGTH Report of a joint meeting with the Institution of Municipal Engineers 23 January, 1967 Structural behaviour of sewer pipes Impact...

... reservoir backfilled over one half of its circumference is described and analysed. NOTATION c = cohesive factor of clay F = net horizontal force normal to the wall +h = depth of fill k a 1l -sin +sm + M = bending moment on arch p = horizontal pressure of clay R = radius of reservoir W = net lateral pressure...