Correlation Studies between SPT and Pressuremeter Tests

被引：1

作者：

Kenmogne, Emmanuel ^{[1
]}

Martin, Jean Remy ^{[1
]}

机构：

[1] GEOFOR SA, Douala, Cameroon

来源：

PROCEEDINGS OF THE 15TH AFRICAN REGIONAL CONFERENCE ON SOIL MECHANICS AND GEOTECHNICAL ENGINEERING: RESOURCE AND INFRASTRUCTURE GEOTECHNICS IN AFRICA: PUTTING THEORY INTO PRACTICE | 2011年

关键词：

correlation; SPT resistance; net limit pressure; clayey sand; gravely clay; deformation modulus;

D O I：

10.3233/978-1-60750-778-9-669

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

This article presents correlation results between SPT, N resistance and pressuremeter parameters pl and E. The presentation is on 238 data in a sedimentary basin, selected from a study of about 600 available data. These data are from three different sites of the DOUALA sedimentary. The sites are constituted of clean sand, gravely clay with transitions of sandy gravel or clayey sand. A linear correlation is obtained from N and P1-P0, and from E and N. Correlation coefficient varies between 0.93 and 0.94.

引用

页码：669 / 675

页数：7

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