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- W2336177519 abstract "Inclinometer readings of a deep excavation project are presented in this paper to show that joint details could have significant effects on the behavior of cross/buttress walls. It is found that both T-shaped and clean contact joints are capable of limiting the lateral displacement of perimeter diaphragm wall to less than 10 mm in this case. On the other hand, a soft contact joint nullifies the restraining effect of buttress wall, resulting in a maximum wall displacement of about 30 mm for this 12 m deep excavation." @default.
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- W2336177519 date "2008-08-01" @default.
- W2336177519 modified "2023-09-23" @default.
- W2336177519 title "Effects of Joint Details on the Behavior of Cross Walls" @default.
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- W2336177519 doi "https://doi.org/10.6310/jog.2008.3(2).2" @default.
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