Prediction of the initial normal stress in piles and anchors constructed using expansive cements

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(200003)24:3<305::AID-NAG67>3.0.CO;2-7" /><305::AID-NAG67>3.0.CO;2-7 10.1002/(SICI)1096-9853(200003)24:3<305::AID-NAG67>3.0.CO;2-7zbMath0976.74540OpenAlexW2003518344MaRDI QIDQ4484649

C. M. Haberfield

Publication date: 9 January 2002

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(200003)24:3<305::aid-nag67>3.0.co;2-7

zbMATH Keywords

rockanalytical solutionsanchorsthermal expansionpilesdegree of expansionexpansive additiveexpansive cementinitial normal stress

Mathematics Subject Classification ID

Soil and rock mechanics (74L10)

Cites Work

• An analytical solution for axisymmetric tunnel problems in elasto-viscoplastic media

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