... and constructed in 1991 2 and eventually opened to traffic in December 1992. 2. In plan, the structure is composed of two 3 m lanes with a 1·5 m verge at each side. The arch barrel is 440 mm thick and comprised of four brick rings with a compressive strength of 105 N/mm2 set in gauged joints with 1 : 1 : 6 cement...

... SPANS GAUGES LAYOUT INSTRUMENTATION LOADING COMPRESSIVE LOADS FAILURES MECHANISMS BANGKOK THAILAND ASIA A full-scale destructive tesot f a precast segmental box girder bridge Proc. Instn Civ. Engrs Struck C? Bldgs, 1994, 104, Aug., 297-315 with dry joints and external tendons...

... in the side walls were civilEngineering, therefore been assumed in someof the placed a t 50 mm, 130 mm and 200 mm centres, University of methods. Others have used the deflections itnhcictrhkeweanisetishnsg wofaltlhse. Bristol - 419 LAHLOUH ANDWALDRON [j ,restra/int. Cracking load Aoolied strain gauges...