| 风积沙地基扩展基础的抗拔机理与计算 |
| |
| 引用本文： | 刘文白,曹玉生.风积沙地基扩展基础的抗拔机理与计算[J].工业建筑,1998,28(11):35-38,60. |
| |
| 作者姓名： | 刘文白 曹玉生 |
| |
| 作者单位： | 内蒙古工业大学!010062(刘文白，曹玉生)，内蒙古电力勘测设计院!010010(孟克特木尔) |
| |
| 摘 要： | 通过室内和现场试验，研究了沙漠地区风积沙地基扩展基础受上拔荷载作用的机理和理论计算，并与测试结果进行了对比分析研究．
|
| 关 键 词： | 风积沙 扩展基础 上拔承载力 |
UPLIFT BEHAVIOR AND CALCULATION OF AEOLIAN SAND SUBGRADE SPREAD FOUNDATION |
| |
| Liu Wenbai,Cao Yusheng.UPLIFT BEHAVIOR AND CALCULATION OF AEOLIAN SAND SUBGRADE SPREAD FOUNDATION[J].Industrial Construction,1998,28(11):35-38,60. |
| |
| Authors: | Liu Wenbai Cao Yusheng |
| |
| Affiliation: | Liu Wenbai;Cao Yusheng(Inner Mongolia Industry University 010062)Mengke Temuer (Inner Mongolia Electric Power Survey Design Institute O10010) |
| |
| Abstract: | By .laboratory and in-situ tests, the mechanism and calculation method for the spreas foundation in asolian sand area subjected to uplift olad are studied . The calculation results is compared to the measuredresults . |
| |
| Keywords: | aeolian sand spread foundation uplift bearing capacity |
| 本文献已被 CNKI 维普 等数据库收录！ |
