...E G COKER; G P COLEMAN; MADISON MACHINERY INVESTIGATIONS SHEAR TESTS TIMBER PHOTOELASTIC TESTING MACHINES STRESS DISTRIBUTION CONTOURS STANDARDS COMPRESSION MEASUREMENT METHODS TRANSVERSE TENSION Ghe 3netitution of Civil Engineers. SELECTED ENGINEERING PAPERS, BEING ORIGINAL...

... by hand-drill and chisel, and by the occasional use of high-pressure pneumatic drills. Sample cubes of the sandstone sentto England for test showed an average crushing strength of 543 tons per square foot. A table of rock about 18 inches high was usually left in the central portion of the foundation...

...J H LAVERY; R V SOUTHWELL © Thomas Telford and ICE 1934 MACHINERY METHODS TESTING IMPACT EXPERIMENTS APPARATUS LOADING MACHINES SELECTED ENGINEERING PAPERIS, BEING ORIGIKAL COMMUNICATIONS ORDERED BY THE COUNCIL TO BE PUBLISHED WITHOUT DISCUSSION. No. 142. NEW METHODS OF TESTING...

...D KENNEDY © Thomas Telford and ICE 1930 BRAITHWAITE CONSTRUCTION SCREWPILES JETTIES SCREWS PILES PORTS CREEKS SCREWING METHODS TESTING TESTS BHAVNAGAR INDIA ASIA Ube 3netftutfon of CfvfI Engineers. SEIJRCTED ENGINEERING PAPERS, R E l S G ORIGINAL...

...H R GARTH; LNER SELECTED ENGINEERING PAPERS, BEING OBIGINAL COMMUNICATIONORSDERED RY THE COUNCIL TO BB PUBLISHBD WITHOUT. DISCUSSION. No. 68. STRAINMETER TESTS OF A R,AILWAY-BRJDGE, BY HORACE RICHARD GARTH, Assoc. M. INST. C.E. EDITED BY H. H. JEFFCOTT, Sc.D., B.A.I.,Assoc. M. INSTC. .E...

... less than unity, the value of sZ#J is considerably less than t'he value t h a t Q would havec,ould t h a t valuebeascertained(.Thips oinsthould be remembered when considering the curves given in Figs. 3 and 6.) Fig. 2. If: keeping p l equal to 1 atnlosphere, an orifice is tested with air (say a 0+3032...