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METHODOLOGY FOR IMPROVING WEAK FOUNDATIONS BY LATERAL CONSOLIDATION.
| 题名： | METHODOLOGY FOR IMPROVING WEAK FOUNDATIONS BY LATERAL CONSOLIDATION. |
| 作者： | Chang-DT-T; Chang-JCI; Chang-J-Y |
| 关键词： | Consolidation-; Differential-settlement; Foundation-soils; Lateral-consolidation; Multistory-structures; Sand-; Soft-clays; Tainan-Taiwan |
| 摘要： | Leader Administration College planned to build its administration building on the campus located at An-Nan district, Tainan, Taiwan. A geological survey showed that the soil underneath the foundation of the administration building was consolidated soft clay, including a portion of stratified sand layer. The differential settlement was estimated to be greater than 1/200. Lateral consolidation was chosen to reduce the differential settlement to 1/250. |
| 总页数： | Transportation Research Record. 2001. (1757) pp67-71 (5 Fig.) |
| 报告类型： | 科技报告 |
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