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Used parameters in the numerical analysis of single strip foundation.

Figshare2024-05-06 更新2026-04-28 收录

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Used parameters in the numerical analysis of single strip foundation.

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创建时间：

2024-05-06

土木工程

地基设计

Test II-B2 includes an upper clay cap, the rigid caisson, and a semi-circle shape deflection wall. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly cemented sand.

Mendeley Data2024-01-31 更新160

Clap cap underlain by loose sand, with a caisson and truncated wedge-shaped ground deflection wall [Test II-B3]

土木工程

地基设计

Test II-B3 includes the rigid caisson, clay cap, and a truncated "V" shaped deflection wall element. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly cemented sand.

Mendeley Data2024-01-31 更新100

VPRS 19411 Princes Gate Development Borehole Plans, Bore Logs, and Soil Sections

地质勘探

地基设计

This series contains records relating to the construction of the Princes Gate Complex on Flinders Street, which was built between 1963 and 1967. Princes Gate – also known as the Gas and Fuel Towers –

Research Data Australia80

Clap cap underlain by loose sand, with a caisson and truncated wedge-shaped ground deflection wall [Test II-B3]

土木工程

地基设计

Test II-B3 includes the rigid caisson, clay cap, and a truncated "V" shaped deflection wall element. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly cemented sand.

Mendeley Data2024-01-31 更新110

Clay cap underlain by loose sand with caisson and semi-circle shape deflection wall [Test II-B2]

土木工程

地基设计

Test II-B2 includes an upper clay cap, the rigid caisson, and a semi-circle shape deflection wall. Soil profile consists of 10 m of loose sand underlain by 2 m of dense, lightly cemented sand.

Mendeley Data2024-01-31 更新90

Used parameters in the numerical analysis of single strip foundation.

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