基于统一强度理论的地基极限承载力滑移线分析

基于统一强度理论的地基极限承载力滑移线分析

范文, 俞茂宏, 林永亮, 陈立伟, 吴黎辉

文章导航 > 工程地质学报 > 2002 > 10(S1): 558-562,568

范文, 俞茂宏, 林永亮, 陈立伟, 吴黎辉. 2002: 基于统一强度理论的地基极限承载力滑移线分析. 工程地质学报, 10(S1): 558-562,568.

引用本文:

范文, 俞茂宏, 林永亮, 陈立伟, 吴黎辉. 2002: 基于统一强度理论的地基极限承载力滑移线分析. 工程地质学报, 10(S1): 558-562,568.

Fan Wen, Yu Hongmao, Lin Yongliang, Chen Liwei, Wu Lihui. 2002: ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 558-562,568.

Citation:

Fan Wen, Yu Hongmao, Lin Yongliang, Chen Liwei, Wu Lihui. 2002: ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 558-562,568.

范文, 俞茂宏, 林永亮, 陈立伟, 吴黎辉. 2002: 基于统一强度理论的地基极限承载力滑移线分析. 工程地质学报, 10(S1): 558-562,568.

引用本文:

范文, 俞茂宏, 林永亮, 陈立伟, 吴黎辉. 2002: 基于统一强度理论的地基极限承载力滑移线分析. 工程地质学报, 10(S1): 558-562,568.

Fan Wen, Yu Hongmao, Lin Yongliang, Chen Liwei, Wu Lihui. 2002: ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 558-562,568.

Citation:

Fan Wen, Yu Hongmao, Lin Yongliang, Chen Liwei, Wu Lihui. 2002: ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY. JOURNAL OF ENGINEERING GEOLOGY, 10(S1): 558-562,568.

基于统一强度理论的地基极限承载力滑移线分析

1.
西安交通大学建力学院西安 710049;
2.
长安大学地质工程与测绘工程学院西安 710054

中图分类号: TU431
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- 文章访问数: 1932
- HTML全文浏览量: 192
- PDF下载量: 5
- 被引次数: 0
出版历程
- 收稿日期: 2002-06-30
- 刊出日期: 2002-12-25

ANALYSIS OF THE SLIP LINES FOR LIMITED BEARING CAPACITY OF THE SHALLOW STRIP FOUNDATION BASED ON THE UNIFIED STRENGTH THEORY

1.
School of Civil Engineering and Mechanics, Xi'an Jiaotong University, Xi'an 710049;
2.
School of Geological Engineering and Surveying Engineering, Chang'an University, Xi'an 710054

摘要: 采用俞茂宏统一强度理论,运用滑移线场理论对土体材料在无重与有重时的地基极限承载能力进行了分析。通过中间主应力影响参数b的一系列变化,分析了中间主应力对地基强度提高的影响。并以条形基础为例,给出一系列滑移线的统一解,涵盖了现有的各种强度理论所得的结果。
- 统一强度理论 /
- 极限承载力 /
- 滑移线 /
- 条形基础
Abstract: By using the unified strength theory of Yu.Mao-hong and slip lines theory, the limited bearing capacity of the strip footing with antigravity and ponderability are considered. And also takes account of the effect of the intermediate principal stress to the strength of the shallow strip footing. A strip foundation is taken as an example, and the unified solutions of a series of slip lines are obtained.
- Unified strength theory /
- Limited bearing capacity /
- Slip line /
- Strip footing

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文章访问数: 1932
HTML全文浏览量: 192
PDF下载量: 5
被引次数: 0

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