Transcription of SECTION 5 - RETAINING WALLS
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SECTION 5 - RETAINING WALLS
BRIDGE DESIGN SPECIFICATIONS AUGUST 2004 SECTION 5 - RETAINING WALLS Part A General Requirements and Materials GENERAL RETAINING WALLS shall be designed to withstand lateral earth and water pressures, the effects of surcharge loads, the self-weight of the wall and in special cases, earth quake loads in accordance with the general principles specified in this SECTION . RETAINING WALLS shall be designed for a service life based on consideration of the potential long-term effects of material deterioration on each of the material compo nents comprising the wall. Permanent RETAINING WALLS should be designed for a minimum service life of 50 years. Temporary RETAINING WALLS should be designed for a minimum service life of 5 years. The quality of in-service performance is an important consideration in the design of permanent RETAINING WALLS . Permanent WALLS shall be designed to retain an aestheti cally pleasing appearance, and be essentially mainte nance free throughout their design service life.
their design tension force whereas anchors with tie rods . B. RIDGE. D. ESIGN. S. PECIFICATIONS • A. UGUST. 2004 . situations with tight space constraints or right-of-way
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