| 论砂土液化深度的Gan-Chen模式计算法 |
| |
| 引用本文： | 孙亦松,甘德福. 论砂土液化深度的Gan-Chen模式计算法[J]. 中国地质灾害与防治学报, 2004, 15(3): 120-125 |
| |
| 作者姓名： | 孙亦松 甘德福 |
| |
| 作者单位： | 1. 上海志成企业发展有限公司,上海,201615
2. 上海市房屋土地资源管理局,上海,200092 |
| |
| 摘 要： | 地震引起地基土层中的砂土液化，其临界液化深度是多少?世界岩土工程界进行了大量的实际资料分析和试验研究，至今众说纷纭。笔者在综合分析各国专家研究成果时，从中发现地震引起砂土液化的普遍自然规律，并建立起Gan—chen模式，可简易计算砂土液化的临界深度在5～12m范围内。
|
| 关 键 词： | 地震 砂土液化 液化深度 Gan—Chen模式 临界深度 |
| 文章编号： | 1003-8035(2004)03-0120-06 |
| 修稿时间： | 2003-07-31 |
Discussion on the Gan-Chen mode calculation method of sand soil liquefaction depth |
| |
| SUN Yi-song,GAN De-fu. Discussion on the Gan-Chen mode calculation method of sand soil liquefaction depth[J]. The Chinese Journal of Geological Hazard and Control, 2004, 15(3): 120-125 |
| |
| Authors: | SUN Yi-song GAN De-fu |
| |
| Affiliation: | SUN Yi-song~1,GAN De-fu~2 |
| |
| Abstract: | How much is the critical depth of sand soil liquefaction induced by earthquake, which has been studied through realistic material analysis and experimental research but has not been solved. Based on the synthetical analysis of foreign studies the authors found the natural rule of sand soil liquefaction induced by earthquake and set up Gan-Chen mode method to simply calculate the critical depth of sand soil liquefaction.The result is 5-12m. |
| |
| Keywords: | earthquake sand soil liquefaction liquefaction depth Gan-Chen mode critical depth |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
