Study of ultimate bearing capacity calculation using
Meyerhof & Hanna theory

XIAO Hua-ping; YAN Shu-wang; SUN Wan-he

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Study of ultimate bearing capacity calculation using Meyerhof & Hanna theory

更新时间：2026-06-25

- Study of ultimate bearing capacity calculation using Meyerhof & Hanna theory
- Vol. 27, Issue S1, (2006)
- 作者机构：
  
  1. 天津大学建筑工程学院,天津,300072
  2. 天津港湾工程研究所,天津,300222
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU473
- Online First：15 December 2006，
  
  Published：2006
- 稿件说明：
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XIAO Hua-ping, YAN Shu-wang, SUN Wan-he. Study of ultimate bearing capacity calculation using Meyerhof & Hanna theory[J]. 2006, 27(S1).
DOI：

XIAO Hua-ping, YAN Shu-wang, SUN Wan-he. Study of ultimate bearing capacity calculation using Meyerhof & Hanna theory[J]. 2006, 27(S1). DOI：

摘要

对迈耶霍夫和汉纳公式计算成层土地基承载力的步骤细化，推导出计算承载力的一般计算模式；运用现场载荷试验结果对计算成层土地基承载力的迈耶霍夫和汉纳公式进行验证，同时对迈耶霍夫和汉纳公式进行适当的修正。计算结果表明，成层土的迈耶霍夫和汉纳计算公式计算步骤的关键在于确定破坏面的极限深度，极限深度的判断对其计算的结果有重要影响。根据大型荷载板现场试验的结果，当土层超过两层时的成层土地基的极限承载力按迈耶霍夫和汉纳理论公式进行计算，其计算结果与实测值基本吻合。

Abstract

For the bearing capacity of layered foundations calculated by Meyerhof and Hanna formula

its calculation procedure is refined; and the bearing capacity common model is derivd. The bearing capacity of layered foundation calculated by Meyerhof and Hanna formula is validated by using using the results of in-situ load examination so as to modify the formula. (1) The key step of the formula is to determine the failure plane limit depth

which significantly influenced the result

(2) By the large-scale stress plane in-situ examination

as the layers of soil exceed double

the ultimate bearing capacity of layered foundation calculated by Meyerhof and Hanna formula compared well.

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