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Interpretation of pressuremeter tests using a curve fitting technique.

机译:使用曲线拟合技术解释压力计测试。

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摘要

Interpretation of pressuremeter tests is the main subject of this study. For in situ tests, the interpretation of results to yield soil parameters can be very difficult and decisive for their acceptance by the geotechnical engineering community. Fortunately, the pressuremeter test is one of the few geotechnical in situ tests that has well defined boundary conditions. The cavity expansion theory, founded on Solid Mechanics principles, provides the sound theoretical basis to derive the pressuremeter analytical equations. The loading and unloading pressuremeter curves can, there, be simulated using analytical equations. Solutions for the drained and undrained problems were developed. The undrained problem was solved using small and large strain analyses, while the drained problem was solved using just the small strain analysis. The solutions were based on the hyperbolic stress-strain relationship with no soil volumetric change for undrained tests and linear volumetric change relationship for drained tests. Based on these solutions, interpretation methodologies for drained and for undrained tests were presented. For both types of tests, the early portion of the pressuremeter loading curve is assumed not to represent the undisturbed soil response. Just the last points of the loading curve are used for soil parameter interpretation purposes. The unloading pressuremeter curve plays a major role in the methodology to interpret undrained tests. On the other hand, due to the soil arching and the free port water flow phenomena, the unloading portion of the pressuremeter drained test may not be used to derive the drained soil strength. For this reason, the proposed methodologies for interpreting drained SBPT's do not take into account the unloading data. All derived equations are presented and the curve fitting technique is performed using a commercially available microcomputer software. This allows any geotechnical company to use the proposed methods. Simplicity, accuracy, and reliability have been essential features of the proposed methodologies pursued since the conception of this whole work.
机译:压力计测试的解释是本研究的主题。对于原位测试,解释结果以得出土壤参数可能非常困难,而且对于岩土工程界是否接受它们具有决定性作用。幸运的是,压力计测试是为数不多的具有明确边界条件的岩土工程现场测试之一。基于固体力学原理的腔体膨胀理论为推导压力计分析方程式提供了良好的理论基础。加载和卸载压力计曲线可以使用解析方程进行模拟。解决了排水和排水问题的解决方案。不排水问题使用大小应变分析解决,而排水问题仅使用小应变分析解决。该解决方案基于双曲线应力-应变关系,不排水试验的土壤体积没有变化,而排水试验的线性体积变化是线性的。基于这些解决方案,提出了排水和不排水测试的解释方法。对于这两种类型的测试,都假定压力计加载曲线的早期部分不代表未扰动的土壤响应。荷载曲线的最后一点仅用于解释土壤参数。卸载压力计曲线在解释不排水测试的方法中起主要作用。另一方面,由于土壤拱起和自由端口水流现象,压力计排水测试的卸载部分可能无法用于得出排水土壤强度。由于这个原因,用于解释耗尽的SBPT的建议方法未考虑卸载数据。提出了所有导出的方程式,并使用可商购的微型计算机软件执行了曲线拟合技术。这允许任何岩土公司使用建议的方法。自从整个工作的构思以来,简单性,准确性和可靠性一直是所提议方法的基本特征。

著录项

  • 作者

    Ferreira, Ronaldo Da Silva.;

  • 作者单位

    University of Alberta (Canada).;

  • 授予单位 University of Alberta (Canada).;
  • 学科 Geotechnology.; Engineering Civil.
  • 学位 Ph.D.
  • 年度 1992
  • 页码 257 p.
  • 总页数 257
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地质学;建筑科学;
  • 关键词

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