1978
DOI: 10.1016/0016-0032(78)90052-2
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Buckling of a continuous beam resting on a tensionless elastic foundation

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Cited by 4 publications
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“…The approach has been adopted most frequently for soil-structure interaction for shallow foundations (Massalas et al, 1978;Kubenko et al, 2006), but used as well for laterally loaded deep foundations (Horvath, 1984), retaining walls (Laefer (2001)), mining (Pytel and Chugh, 1989), tunneling (Najm and Ishijima, 1993), roadway repair (Cho et al, 1996), runway performance prediction (Pan and Atluri, 1995), train-railway track interaction (Knothe and Le-The, 1985), silo construction (Vasilenko and Emelyanov, 1993), and soil-structure-water interaction problems (Stefanou, 1983). Additionally, similar concerns arise in a variety of materials either in their manufacturing or performance, particularly when thin coatings are overlain on other substrates (Chai, 2003;Sriram et al, 2003;Weppelmann and Swain, 1996).…”
Section: Introductionmentioning
confidence: 99%
“…The approach has been adopted most frequently for soil-structure interaction for shallow foundations (Massalas et al, 1978;Kubenko et al, 2006), but used as well for laterally loaded deep foundations (Horvath, 1984), retaining walls (Laefer (2001)), mining (Pytel and Chugh, 1989), tunneling (Najm and Ishijima, 1993), roadway repair (Cho et al, 1996), runway performance prediction (Pan and Atluri, 1995), train-railway track interaction (Knothe and Le-The, 1985), silo construction (Vasilenko and Emelyanov, 1993), and soil-structure-water interaction problems (Stefanou, 1983). Additionally, similar concerns arise in a variety of materials either in their manufacturing or performance, particularly when thin coatings are overlain on other substrates (Chai, 2003;Sriram et al, 2003;Weppelmann and Swain, 1996).…”
Section: Introductionmentioning
confidence: 99%