Should grouted anchors have short tendon bond length?

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 2, 1998, Pages 110-119

  Briaud, Jean Louis ^a,b   Powers III, William F ^a,c   Weatherby, David E ^a,d  

^a ASCE   (United States)

^b TEXAS A AND M UNIVERSITY   (United States)

^c Schnabel Foundation   (United States)

^d Reitz and Jens Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BOND STRENGTH (MATERIALS); CLAY; CREEP TESTING; FAILURE ANALYSIS; GROUTING; LOAD TESTING; SHEAR STRENGTH; STRUCTURAL ANALYSIS;

GROUTED ANCHORS; TENDON BONDS;

ANCHORAGES (FOUNDATIONS);

ANCHOR; GROUTED ANCHOR; LOAD DISTRIBUTION;

EID: 0032007420     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:2(110)     Document Type: Article

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