| 京沪高速铁路宿州东站地基土的基本特性及其地基处理测试分析 |
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| 引用本文： | 沈伟升.京沪高速铁路宿州东站地基土的基本特性及其地基处理测试分析[J].铁道勘察,2011,37(1):30-33. |
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| 作者姓名： | 沈伟升 |
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| 作者单位： | 中铁第四勘察设计院集团有限公司,湖北武汉,430063 |
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| 摘 要： | 京沪高速铁路宿州站位于深厚第四系土质地基,土层钻探揭露深度大于70 m,常规的地基处理方法难以控制路堤的工后沉降。为选择合理的地基处理方式,采用综合勘探手段对宿州站的地基土基本特性作了详细对比,查明了该地基土的基本物理力学特性。经比选,采用管桩桩筏基础对地基进行处理;沉降评估表明,地基的工后沉降满足设计要求。
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| 关 键 词： | 宿州东站 地基 管桩桩筏基础 |
Analysis on Basic Characteristics of Foundation Soil at Suzhou East Railway Station on Beijing-Shanghai High Speed Railway as Well as Tests on Its Foundation Treatments |
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| Shen Weisheng.Analysis on Basic Characteristics of Foundation Soil at Suzhou East Railway Station on Beijing-Shanghai High Speed Railway as Well as Tests on Its Foundation Treatments[J].Railway Investigation and Surveying,2011,37(1):30-33. |
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| Authors: | Shen Weisheng |
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| Institution: | Shen Weisheng |
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