| 沉降及承载力双控复合桩基研究 |
| |
| 引用本文： | 侯伟生,孙少锐. 沉降及承载力双控复合桩基研究[J]. 福建建筑, 2000, 0(Z2) |
| |
| 作者姓名： | 侯伟生 孙少锐 |
| |
| 作者单位： | 福建省建筑科学研究院!福州350002(侯伟生)，河海大学土木工程学院!南京210098(孙少锐) |
| |
| 摘 要： | 本文通过将桩土共同作用理论和变形控制理论进行结合 ,按照传统的桩基设计理论 ,在满足承载力的条件下 ,通过调整桩数和桩长来满足建筑物的稳定性要求 ,并且建立了沉降及承载力双控复合桩基的设计计算模式 ,编制了相应的计算软件 ,通过工程实例验证结果比较合理 ,具有较好的社会经济效益及工程应用价值
|
| 关 键 词： | 变形控制 双控 复合桩基 承载力 |
Research of Composite Pile Foundation Which Is Designed by Controlling Settlement and Bearing Capacity |
| |
| Hou Weisheng. Research of Composite Pile Foundation Which Is Designed by Controlling Settlement and Bearing Capacity[J]. Fujian Architecture & Construction, 2000, 0(Z2) |
| |
| Authors: | Hou Weisheng |
| |
| Affiliation: | Hou Weisheng (Fujian Institute of Building Research 350002) Sun Shaorui (HeHai University) |
| |
| Abstract: | The theory of pile-soil interaction and settlement control are more and more popular in the design of pile foundation.In the paper,the author discuss how to design the composite pile foundation through adjust the number and length of pile. At the same time,the author establish the calculation model of composite pile foundation and program the design software of composite pile foundation.In the end,the authors compare the new design method with the old method through a real project. |
| |
| Keywords: | Settlement control Composite pile foundation Bearing capcit@ |
| 本文献已被 CNKI 等数据库收录！ |
