三維初始地應力場計算方法與工程應用

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三維初始地應力場計算方法與工程應用

張延新, 蔡美峰, 王克忠

文章導航 > 工程科學學報 > 2005 > 27(5): 520-523

張延新, 蔡美峰, 王克忠. 三維初始地應力場計算方法與工程應用[J]. 工程科學學報, 2005, 27(5): 520-523. doi: 10.13374/j.issn1001-053x.2005.05.033

引用本文:

張延新, 蔡美峰, 王克忠. 三維初始地應力場計算方法與工程應用[J]. 工程科學學報, 2005, 27(5): 520-523. doi: 10.13374/j.issn1001-053x.2005.05.033

ZHANG Yanxin, CAI Meifeng, WANG Kezhong. Algorithm of in situ stress field and its application[J]. Chinese Journal of Engineering, 2005, 27(5): 520-523. doi: 10.13374/j.issn1001-053x.2005.05.033

Citation:

ZHANG Yanxin, CAI Meifeng, WANG Kezhong. Algorithm of in situ stress field and its application[J]. Chinese Journal of Engineering, 2005, 27(5): 520-523. doi: 10.13374/j.issn1001-053x.2005.05.033

張延新, 蔡美峰, 王克忠. 三維初始地應力場計算方法與工程應用[J]. 工程科學學報, 2005, 27(5): 520-523. doi: 10.13374/j.issn1001-053x.2005.05.033

引用本文:

張延新, 蔡美峰, 王克忠. 三維初始地應力場計算方法與工程應用[J]. 工程科學學報, 2005, 27(5): 520-523. doi: 10.13374/j.issn1001-053x.2005.05.033

ZHANG Yanxin, CAI Meifeng, WANG Kezhong. Algorithm of in situ stress field and its application[J]. Chinese Journal of Engineering, 2005, 27(5): 520-523. doi: 10.13374/j.issn1001-053x.2005.05.033

Citation:

ZHANG Yanxin, CAI Meifeng, WANG Kezhong. Algorithm of in situ stress field and its application[J]. Chinese Journal of Engineering, 2005, 27(5): 520-523. doi: 10.13374/j.issn1001-053x.2005.05.033

三維初始地應力場計算方法與工程應用

doi: 10.13374/j.issn1001-053x.2005.05.033

北京科技大學土木與環境工程學院, 北京 100083

基金項目:

國家自然科學基金資助項目(No.50074002)

作者簡介:
張延新(1977-),男,博士研究生

中圖分類號: TU543
計量
- 文章訪問數: 163
- HTML全文瀏覽量: 28
- PDF下載量: 6
- 被引次數: 0
出版歷程
- 收稿日期: 2004-07-23
- 修回日期: 2004-12-20
- 網絡出版日期: 2021-08-17

Algorithm of in situ stress field and its application

Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China

摘要: 基于地應力場產生的原因,建立了地應力場的數學模型.根據實測地應力資料,利用多元非線性回歸分析的基本原理,得出了計算區域初始地應力場應力分量的回歸公式.據此, 可以預測該區域范圍內的地應力分布狀況.
- 地下工程 /
- 地應力 /
- 回歸分析 /
- 圍巖穩定
Abstract: Based on the origin and nature of in situ stress, a mathematical model was built up. The regression equations of the six stress components were obtained according to measured results and the principle of multivariate nonlinear regression analysis. These equations are important for understanding the feature of the initial stress field in an area.
- underground engineering /
- in situ stress /
- regression analysis /
- stability of surrounding rock

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PDF下載量: 6
被引次數: 0

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