| 饱和软土刚性长短桩复合地基——强度及变形实用计算公式 |
| |
| 引用本文： | 潘林有. 饱和软土刚性长短桩复合地基——强度及变形实用计算公式[J]. 自然灾害学报, 2007, 16(2): 154-159 |
| |
| 作者姓名： | 潘林有 |
| |
| 作者单位： | 温州大学建筑与土木工程学院,浙江温州325027 |
| |
| 摘 要： | 刚性长短桩复合地基有许多特点，如桩体均为刚性、短桩及长桩桩端为低压缩或中压缩性土等。长短桩复合地基的设计理论目前仍处于研究阶段，现行规范中尚无有关其强度及变形的具体计算方法。重点探讨了饱和软粘土体上采用刚性长短桩复合地基的强度及变形理论，并提出了适用于工程应用的实用计算方法。
|
| 关 键 词： | 刚性长短桩 复合地基 强度 沉降 实用计算方法 |
| 文章编号： | 1004-4574（2007）02-0154-06 |
| 收稿时间： | 2007-01-30 |
| 修稿时间： | 2007-01-302007-03-16 |
Composite foundation formed with rigid long-short-pile in saturated soft soil:practical calculation formula for strength and settlement |
| |
| PAN Lin-you. Composite foundation formed with rigid long-short-pile in saturated soft soil:practical calculation formula for strength and settlement[J]. Journal of Natural Disasters, 2007, 16(2): 154-159 |
| |
| Authors: | PAN Lin-you |
| |
| Affiliation: | College of Architectural and Civil Engineefing,Wenzhou University,Wenzhou 325027, China |
| |
| Abstract: | The rigid long-short-pile composite foundation has a lot of special characteristics,such as rigid pile body and lower or medium compressible soil near long and short pile end.At present,the design theory of length-short-pile composite foundation remains in study,and there is no concrete method to calculate it's strength and settlement.This paper put forward the applicable calculation method with the emphasis on theories of the rigid length-short-pile composite foundation strength and settlement. |
| |
| Keywords: | rigid length-short-pile composite foundation strength settlement practical calculation method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
