A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Settlement Analysis of Piled-Raft Foundation Using Numerical Method
The study gives an example of the sinking pier case at Takeda Interchange of National Highway NO.3 in Taiwan. We got the monitoring data, explored the impact on the consolidation settlement of piled-raft foundation from construction procedure and soil improvement by finite element methodPlaxis8.2and predicted the degree of post-settlement. Analytic results are shown as follows: Firstly, the soil consolidation settlement model is built by the estimated soil parameters using the data of soil exploration. The calculation value of settlement and the measured value are identical. Secondly, soil improvement only shows effective in initial stage. The pre-consolidation settlement is smaller when building embankment is before pier than when building pier is before embankment.
Settlement Analysis of Piled-Raft Foundation Using Numerical Method
The study gives an example of the sinking pier case at Takeda Interchange of National Highway NO.3 in Taiwan. We got the monitoring data, explored the impact on the consolidation settlement of piled-raft foundation from construction procedure and soil improvement by finite element methodPlaxis8.2and predicted the degree of post-settlement. Analytic results are shown as follows: Firstly, the soil consolidation settlement model is built by the estimated soil parameters using the data of soil exploration. The calculation value of settlement and the measured value are identical. Secondly, soil improvement only shows effective in initial stage. The pre-consolidation settlement is smaller when building embankment is before pier than when building pier is before embankment.
Settlement Analysis of Piled-Raft Foundation Using Numerical Method
Liu, Wen-Tsung (author) / Lin, Chun-Yi (author)
2012
6 Seiten
Conference paper
English
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