BEARING CAPACITY AND SLIDING RESISTANCE OF SPREAD FOUNDATION UNDER VERTICAL AND LATERAL COMBINED LOAD
نویسندگان
چکیده
To clarify behavior and sliding resistance of a spread foundation under combined load, static vertical loading test, lateral tests were conducted on sand. The the load was caused by soil failure beneath foundation. After peak resistance, settlement horizontal displacement increased although did not increase. When is less than about 1/2 ultimate bearing capacity, could be retained greater settlement.
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ژورنال
عنوان ژورنال: Nihon Kenchiku Gakkai ko?zo?-kei ronbunshu?
سال: 2022
ISSN: ['1881-8153', '1340-4202']
DOI: https://doi.org/10.3130/aijs.87.1174