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旁压试验在深厚土层勘察中的应用

何志攀 赵璐 刘皓 何萌

云南水力发电2024,Vol.40Issue(11):53-57,62,6.
云南水力发电2024,Vol.40Issue(11):53-57,62,6.DOI:10.3969/j.issn.1006-3951.2024.11.013

旁压试验在深厚土层勘察中的应用

Application of Lateral Pressure Test in Deep Soil Exploration

何志攀 1赵璐 2刘皓 1何萌2

作者信息

  • 1. 中国电建集团昆明勘测设计研究院有限公司,云南 昆明 650041
  • 2. 云南省滇中引水工程有限公司,云南 昆明 650051
  • 折叠

摘要

Abstract

The applicability of the lateral pressure test in deep soil exploration was verified through on-site lateral pressure tests and comparative analysis with the results of standard penetration tests.The on-site test results show that the initial pressure of the lateral pressure test is basically linearly related to the depth of the formation.For the same type of soil,both the plastic pressure and ultimate pressure in the lateral pressure test tend to gradually increase with the depth of the soil layer.The deformation parameters of soil are mainly affected by soil properties.For the same type of soil,its lateral modulus is smaller than the deformation modulus but larger than the lateral shear modulus.As an in-situ testing method,the lateral pressure test can obtain both the strength parameters and deformation parameters of the soil layer,making it a good method for deep soil exploration.

关键词

深厚土层/旁压试验/标准贯入试验/旁压模量/基本承载力

Key words

deep soil layer/side pressure test/standard penetration test/lateral compression modulus/basic bearing capacity

分类

建筑与水利

引用本文复制引用

何志攀,赵璐,刘皓,何萌..旁压试验在深厚土层勘察中的应用[J].云南水力发电,2024,40(11):53-57,62,6.

基金项目

云南省重大科技专项计划(202002AF080003) (202002AF080003)

云南水力发电

1006-3951

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