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http://dx.doi.org/10.7843/kgs.2008.24.12.53

Relation between Cone Tip Resistance and Deformation Modulus of Cemented Sand  

Lee, Moon-Joo (Dept. of Civil, Environmental, and Architectural Engrg. Korea Univ.)
Choi, Sung-Kun (Dept. of Civil, Environmental, and Architectural Engrg., Korea Univ.)
Choo, Hyun-Wook (Dept. of Civil, Environmental, and Architectural Engrg., Korea Univ.)
Lee, Woo-Jin (Dept. of Civil, Environmental, and Architectural Engrg., Korea Univ.)
Publication Information
Journal of the Korean Geotechnical Society / v.24, no.12, 2008 , pp. 53-63 More about this Journal
Abstract
In this study, the cone tip resistances of cemented sand are measured by performing a series of miniature cone penetration tests in large calibration chamber, and the relations with constrained modulus, unconfined compressive strength, and shear strength of cemented sand are suggested. Experimental results show that both the cone tip resistance and constrained modulus of sand increase with increasing cementation effect as well as relative density and confining stress. However, it is observed that the relative density and confining stress have more significant influence on cone tip resistance than constrained modulus of cemented sand. Since the cone penetration into the ground induces the damage of cementation, the cone tip resistance can't properly reflect the cementation effect of sand. An analysis based on the constrained modulus shows that the measured cone tip resistance underestimates the deformation modulus of cemented sand by about $70{\sim}85%$. In addition, this study establishes various relationships among the above soil properties from the regression analysis.
Keywords
Cementation; Cone tip resistance; Constrained modulus; Shear strength; Unconfined compressive strength;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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