[1]石明生,张智勇,魏杰.静力触探确定地基承载力的理论公式[J].郑州大学学报(工学版),1994,15(03):34-40.
　Shi Mingsheng,Zhang Zhiyong,Wei Jie.Static touches the theoretical formula of the foundation of the ground inheritance[J].Journal of Zhengzhou University (Engineering Science),1994,15(03):34-40.
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静力触探确定地基承载力的理论公式()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
15
期数:
1994年03期
页码:
34-40
栏目:
出版日期:
1994-09-28

文章信息/Info

Title:
Static touches the theoretical formula of the foundation of the ground inheritance
作者:
石明生; 张智勇; 魏杰
郑州工学院，河南省建筑职工大学，华北水电学院
Author(s):
Shi Mingsheng;  Zhang Zhiyong;  Wei Jie
Zhengzhou Institute of Technology, Henan Provincial University of Architecture, North China Institute of Hydropower
关键词:
地基; 承载力; 静力触探
Keywords:
Foundation;  bearing capacity;  static touches
文献标志码:
A
摘要:
本文简要给出描述静力触探贯入过程的弹塑性计算模式并导出探头比贯入阻力及其临界深度的解析解。在此基础上建立静力触探探头比贯入阻力与地基承载力相关性的理论模式，从而导出两者相关理论公式。理论公式与现有的经验相关公式相一致并具有概括性。同时理论公式能反映经验公式所不能反映的尺寸效应，深度效应和地下水位的影响。
Abstract:
This article briefly gives the elastic computing mode describing the static touches the process and the explanation of the probe ratio of the probe ratio and its critical depth. On this basis, the theoretical pattern of static tactile probe ratio ratio of the resistance and the foundation loading capacity is established, thereby exporting the theoretical formulas of the two. The theoretical formula is consistent with the existing experience related formulas and is generally general. At the same time, the theoretical formula can reflect the size effects, deep effects and groundwater levels that the empirical formula cannot reflect.

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更新日期/Last Update: 1900-01-01