LIQUEFACTION POTENTIAL AND PIEZOCONE RESPONSE

R.A. Vreugdenhil; R.O. Davis; J.B. Berrill

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LIQUEFACTION POTENTIAL AND PIEZOCONE RESPONSE

机译：液化势和哌酮响应

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A simple approximate analysis is presented for interpretation of cone penetration results when the cone resistance is affected by layering of soils with different stiffnesses. It is argued that the cone resistance senses the presence of a nearby layer elastically, and an approximate elastic analysis is developed to quantify the effect. Good comparisons with calibration chamber experimental results are found. This has important implications for soil classification and for assessment of liquefaction potential from cone penetration results.

机译：当圆锥阻力受不同刚度的土壤分层影响时，提出了一个简单的近似分析来解释圆锥渗透的结果。据认为，锥形阻力可弹性地感测附近层的存在，因此开发了近似弹性分析以量化该影响。与校准室的实验结果进行了很好的比较。这对于土壤分类和根据圆锥渗透结果评估液化潜力具有重要意义。

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《Bulletin of the New Zealand Society for Earthquake Engineering》 |1995年第2期|p.106-112|共7页
作者
R.A. Vreugdenhil; R.O. Davis; J.B. Berrill;
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Department of Civil Engineering, University of Canterbury;

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正文语种 eng
中图分类地球物理学;
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机译：液化电位和压电酮反应

LIQUEFACTION POTENTIAL AND PIEZOCONE RESPONSE

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