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实验室用小型单桥静力触探探头的标定

陈建峰 柳军修 马君

同济大学学报(自然科学版)2012,Vol.40Issue(4):549-552,588,5.
同济大学学报(自然科学版)2012,Vol.40Issue(4):549-552,588,5.DOI:10.3969/j.issn.0253-374x.2012.04.008

实验室用小型单桥静力触探探头的标定

Calibration of a Miniature Cone Penetrometer for Geotechnical Model Test

陈建峰 1柳军修 2马君2

作者信息

  • 1. 同济大学岩土及地下工程教育部重点实验室,上海200092
  • 2. 同济大学土木工程学院,上海200092
  • 折叠

摘要

Abstract

A miniature single bridge cone penetrometer was manufactured to measure the mechanical properties of soils in the geotechnical model tests. Such tests and researches were carried out to calibrate this miniature penetrometer as calibration of the penetrometer ' s measuring system, investigation of statistical relationship between specific penetration resistance ( p,) and undrained shear strength (cu). contrast of penetration test results between the miniature and standard penetrometers. and comparison of this statistical relationship with current empirical equations. The results show that the calibration curve of the miniature penetrometer's measuring system is linear with 262×10-12 Pa-1 of its sensitivity. Penetration resistance-depth curve for a remoulded clay foundation by the miniature penetrometer is close to, but more delicate than the curve by standard penetrometer. The p,-cu relationship obtained by authors is consistent with an empirical equation proposed by China Communication First Design Institute of Navigation Engineering. Thus, this miniature penetrometer can be used for comparison of the mechanical properties of saturated remoulded clays in laboratory as well as measuring their undrained shear strength values.

关键词

静力触探试验/单桥探头/标定/土工模型试验/经验公式

Key words

cone penetration test/ single bridge cone penetrometer/ calibration/ geotechnical model test/empirical equation

分类

建筑与水利

引用本文复制引用

陈建峰,柳军修,马君..实验室用小型单桥静力触探探头的标定[J].同济大学学报(自然科学版),2012,40(4):549-552,588,5.

基金项目

国家自然科学基金(41072200) (41072200)

同济大学学报(自然科学版)

OA北大核心CSCDCSTPCD

0253-374X

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