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2003年06 期
| 標題 |
| 樁實測承載力低于設計要求的原因分析(43 卷) |
| 英文標題 |
| * |
| 摘要 |
| 在大直徑擴底樁承載力的設計中，通常依據(jù)經(jīng)驗公式來確定單樁承載力，公式中極限端阻力標準值僅由持力層土的物理指標決定，而未考慮持力層上覆土層的特性。文章分析某住 宅大直徑擴底樁承載力不滿足設計要求的原因，認為當樁進入持力層深度不夠且持力層上 覆土較軟時，其地 |
| 作者 |
| 新聞作者:劉〓小〓文 |
| 關(guān)鍵字 |
關(guān)鍵詞:大直徑擴底樁〓承載力〓計算 |
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| 標題 |
| 樁實測承載力低于設計要求的原因分析(43 卷) |
| 英文標題 |
| * |
| 摘要 |
| 在大直徑擴底樁承載力的設計中，通常依據(jù)經(jīng)驗公式來確定單樁承載力，公式中極限端阻力標準值僅由持力層土的物理指標決定，而未考慮持力層上覆土層的特性。文章分析某住 宅大直徑擴底樁承載力不滿足設計要求的原因，認為當樁進入持力層深度不夠且持力層上 覆土較軟時，其地 |
| 作者 |
| 新聞作者:劉〓小〓文 |
| 關(guān)鍵字 |
關(guān)鍵詞:大直徑擴底樁〓承載力〓計算 |
| COPYRIGHT?2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
|
