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| 某场地地基稳定性分析研究 | |
| 引用本文： | 毛新虎,王先锋,朱岁武. 某场地地基稳定性分析研究[J]. 山西建筑, 2002, 28(5): 34-35 |
| 作者姓名： | 毛新虎 王先锋 朱岁武 |
| 作者单位： | 1. 山西省交通科学研究院岩上与隧道工程研究所,山西,太原,030006 2. 延安市岩土工程新技术勘测中心,陕西,延安,716000 3. 西北有色勘测工程公司,陕西,西安,710054 |
| 摘 要： | 通过对延安市硝铵厂合成氨、碳铵技改项目的地基岩土工程勘察，以室内常规土工试验为主，结合原位测试，依据规范对岩土参数进行分析与选用，得出地基土的承载力、压缩性及湿陷性等物理力学参数，定性与定量评价了地基土的稳定性，初步提出了地基处理方案，为建筑施工图设计提供了详细的工程地质资料。 |
| 关 键 词： | 承载力 强夯 湿陷系数 压缩系数 桩 |
| 文章编号： | 1009-6825(2002)05-0034-02 |
| 修稿时间： | 2002-02-25 |
Analysis and study on foundation stability |
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| MAO Xin hu ,WANG Xian feng ,ZHU Sui wu. Analysis and study on foundation stability[J]. Shanxi Architecture, 2002, 28(5): 34-35 | |
| Authors: | MAO Xin hu WANG Xian feng ZHU Sui wu |
| Affiliation: | MAO Xin hu 1,WANG Xian feng 2,ZHU Sui wu 3 |
| Abstract: | Through the geotechnical engineering exploration of the foundation in technical reformation project in Yan'an nitramines plant the rock soil parameters are chose and analyzed according to codes and based on geotechnic test indoor. Several parameters such as bearing capacity, compressibility and collapsibility of foundation are acquired. The stability of foundation soil is qualitative and quantitative evaluated. The primary treatment plan for foundation is put forward to bring engineering geology datum for construction design. |
| Keywords: | bearing capacity dynamic consolidation collapsible coefficient compression coefficient pile |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |