Relationship between the standard penetration test and the pressuremeter test on sandy silty clays: a case study from Denizli

被引：0
|
作者：
S. Yagiz
E. Akyol
G. Sen
机构：
[1] Pamukkale University,Engineering Faculty, Geological Engineering Department
来源：
Bulletin of Engineering Geology and the Environment | 2008年 / 67卷
关键词：
SPT; PMT; Denizli (Turkey); SPT; Essai pressiométrique Ménard; Denizli; Turquie;
D O I：
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学科分类号：
摘要：
The standard penetration test (SPT) is the in situ test most commonly used to investigate the properties of silt, clay, sand and fine gravel. The Menard pressuremeter test (PMT) can be utilized to obtain the strength and deformation properties of any soil or weak rock. The study investigated the relationship between the corrected SPT blow count (Ncor) and the PMT parameters of elastic modulus (Em) and limit pressure (pL). It is concluded that for the soils tested, Em and pL can be estimated as a function of Ncor values, with r = 0.91 and 0.97, respectively.
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