... cast-iron mains for the Brooklyn watersupplyunder earth-pressure.1 Some ninety-two cracked lengths were found in 5,400 linear feet of main, most of the pipes being cracked on thetopand bottom,a few only upon the sides. The depth of cover, which was of clean dry sand, ranged from 9 to 28 feet. The pipe...

...W C ASH © Thomas Telford and ICE 1932 EXPERIMENTS QUAYS WALLS DOCKS DISTORTION PORTS MICROMETERS BEAMS HORIZONTAL BOX LATERAL EARTH PRESSURE PILES CLUTCHES VERSED SINES MOVEMENT STRESS JOISTS REACTIONS KING GEORGE CALCUTTA INDIA ASIA SELECTED...

...R G C BATSON; S A WOOD © Thomas Telford and ICE 1931 NATIONAL PHYSICAL LABORATORY DEFORMATION CONCRETE ROADS SLABS MEASUREMENT APPARATUS INSTRUMENTATION OBSERVATIONS MOVEMENT EFFECT EARTH VARIATIONS LONGITUDINAL PROFILES SHORT TERM PERMANENT SELECTED ENGINEERING...

...R BENNETT © Thomas Telford and ICE 1931 PILES DRIVING CAPACITY SUPPORTING CALCULATIONS FORMULAE CONDITIONS PRACTICE THEORY RESISTANCE MODULUS ELASTICITY MATERIALS EFFICIENCY STEAM HAMMERS ANGLES INTERNAL FRICTION EARTH PRESSURE REINFORCED CONCRETE SELECTED...

...M K RICE OXLEY; M K R OXLEY SELECTED ENGINEERIKG PAPERS, BEING ORIGINAL COYivIIUNICbTIONS ORDERED BY THE COUNCIL TO BE PUBLISIIED WITHOUT DISCUSSION. No. 90. A GENEX'ALIZED MATHE&fATIGAL DETERJYIINATION OF EARTH-PRESSURE FROM THE WEDGE THEORY," BY MONTAGUE KEITH RICE-OXLEY, Assoc. M. INST.C.E...

...A C VIVIAN THEORY EARTH PRESSURE EQUATIONS STRESS DISTRIBUTION SE1,ECTED ENGINEERING PAPERS, BEING ORIQINALCONXUNICATIONOSRDERED BY THE COUNCIL TO BB PUBLISHED WITIIOUT DISCUSSION. No. 58. A THEORY OF EARTH-PRESSURES, BY M.ARTHUR CECIL VIVIAN, B.Sc., Assoc. INST.C.E. EDITED BY H. H...