| 裹体碎石桩静载试验两个问题分析 |
| |
| 引用本文： | 鲁生海,保积奎.裹体碎石桩静载试验两个问题分析[J].高原地震,2012(4):58-61. |
| |
| 作者姓名： | 鲁生海 保积奎 |
| |
| 作者单位： | 青海省地震工程研究院 |
| |
| 摘 要： | 通过对青海省察尔汗盐湖地区裹体碎石桩复合地基的静载试验，认为复合地基试验中堆载反力梁装置及正确布设基准梁对试验结果有较大的影响。
|
| 关 键 词： | 裹体碎石桩 复合地基 压重平台 基准梁 |
ANALYSIS ON THE TWO PROBLEMS OF WRAPPED BODY GRAVEL PILE STATIC LOAD TEST |
| |
| LU Shenghai,BAO Jikui.ANALYSIS ON THE TWO PROBLEMS OF WRAPPED BODY GRAVEL PILE STATIC LOAD TEST[J].Plateau Earthquake Research,2012(4):58-61. |
| |
| Authors: | LU Shenghai BAO Jikui |
| |
| Institution: | (Qinghai Institute of Earthquake Engineering Research,Xining 810001,China) |
| |
| Abstract: | Through the static load test of gravel pile composite foundation of the body wraps in Chaerhan salt lake of Qinghai province, the result of the analysis showed that the heap containing the anti - power beam device and the correct layout benchmark beam test had a greater influence in the reinforced soil. |
| |
| Keywords: | Wrapped gravel pile Composite foundation Pressure re -platform Benchmark beam |
| 本文献已被 CNKI 维普 等数据库收录！ |
