Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minnesota

被引：27

作者：

Siekmeier, JA ^{[1
]}

Young, D ^{[1
]}

Beberg, D ^{[1
]}

机构：

[1] Minnesota Dept Transportat, Off Mat & Rd Res, Maplewood, MN 55109 USA

来源：

NONDESTRUCTIVE TESTING OF PAVEMENTS AND BACKCALCULATION OF MODULI, 3RD VOLUME | 2000年 / 1375卷

关键词：

DCP; granular base; Loadman; mechanistic; modulus; specifications; subgrade; stiffness;

D O I：

10.1520/STP14767S

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

During the 1998 construction season, the dynamic cone penetrometer (DCP), Loadman portable falling weight deflectometer (PFWD), and Humboldt soil stiffness gauge (SSG) were used to characterize the subgrade and granular base for several projects in Minnesota. The DCP penetration index (DPI) was converted to modulus using previously established correlations between the DPI, California bearing ratio (CBR), and modulus. Standard FWD tests were also performed at some locations and the moduli backcalculated using EVERCALC. The moduli were then compared to determine the ability of each device to accurately measure in situ stiffness. Finally, thin-wall and bag samples were collected from some locations for laboratory resilient modulus testing and the results compared to the field-derived moduli. The results show the stress dependent nature of the materials tested and that a strong correlation exists between the instruments that are designed to measure modulus. The results also show a weaker, yet still useful, correlation between the strength, as measured with the DCP, and the elastic deformation modulus, measured using the PFWD and SSG.

引用

页码：175 / 188

页数：14

共 24 条

[1]

*AI ENG, 1997, INSTR US LOADM PORT

[2]

CHEN DH, 1999, TRANSP RES BOARD ANN

[3]

Chua K.M., 1988, 1 INT S PENETRATION, P407

[4]

EGOROV KE, 1965, 6TH P INT C SOIL MEC, V2, P41

[5]

Fleming P.R., 1998, P 5 INT C BEAR CAP R, V3, P1491

[6]

FLEMING PR, 1998, 5 INT C BEAR CAP ROA, V3, P1581

[7]

Harr M., 1966, FDN THEORETICAL SOLI, P81

[8]

*HUMB MFG CO, 1998, US GUID SOIL STIFF G

[9]

NEWCOMB DE, 1996, 9619 MNRC

[10]

NEWCOMB DE, 1999, 2908 NCHRP TRANS RES

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