Effect of Asphalt Pavement Conditions on Tensile Adhesive Strength of Waterproofing System on Concrete Bridge Deck

아스팔트 포장 조건이 교면방수 시스템의 인장접착강도에 미치는 영향

  • 이병덕 (한국도로공사 도로교통기술원) ;
  • 박성기 (한국도로공사 도로교통기술원) ;
  • 김광우 (강원대학교 지역기반공학과) ;
  • 정해문 (한국도로공사 도로교통기술원)
  • Published : 2003.05.01

Abstract

In this research, eight waterproofing membranes were selected from commercial market and the tensile adhesive characteristics of the waterproofing system (WPS) on concrete bridge deck were investigated in view of various factor in asphalt pavement. Tensile adhesive strength (TAS) test of different asphalt pavement types showed that TAS of WPS under SMA (Stone Mastic Asphalt) pavement was greater than that under dense asphalt pavement. Tensile adhesive strength (TAS) of sheet membranes was improved as the compaction temperature of asphalt concrete increase, but TAS of liquid membranes were not. TAS of sheet membranes after wheel tracking test were in the order of the sites under wheel path (UWP), before wheel tracking (BWT) and nearby wheel path (NWP), Since TAS of the same WPS of UWP was higher than TAS of BWT, wheel loading had function of pressing WPS resulting in higher adhesive strength, But liquid membranes were variable on types, The feature of detached interface after T AS test showed that sheet types were all detached in between deck concrete and WPS, and liquid types were detached in between asphalt pavement and WPS,

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