TY - JOUR
T1 - Variability in the Unconfined Compressive Strength of EICP-Treated "Standard" Sand
AU - Krishnan, Vinay
AU - Khodadadi Tirkolaei, Hamed
AU - Martin, Kimberly
AU - Hamdan, Nasser
AU - Van Paassen, Leon A.
AU - Kavazanjian, Edward
N1 - Publisher Copyright:
© 2021 American Society of Civil Engineers.
PY - 2021/4/1
Y1 - 2021/4/1
N2 - Three different batches of "standard"Ottawa 20-30 sand were biocemented using enzyme-induced carbonate precipitation (EICP). The specimens from each batch were treated using the same biocementation procedure. The unconfined compressive strength (UCS) of the treated specimens varied from 0.22 to 1.6 MPa depending on the batch of sand used to prepare the specimens. These results show that sand of the same predominant mineral composition (e.g., >98% silica), of the same grain size distribution, and from the same geological formation but from different quarries within the formation do not necessarily respond in the same manner to biocementation. Hence, standard sands for mechanical geotechnical testing should not be considered a priori to be a standard sand for biogeotechnical testing.
AB - Three different batches of "standard"Ottawa 20-30 sand were biocemented using enzyme-induced carbonate precipitation (EICP). The specimens from each batch were treated using the same biocementation procedure. The unconfined compressive strength (UCS) of the treated specimens varied from 0.22 to 1.6 MPa depending on the batch of sand used to prepare the specimens. These results show that sand of the same predominant mineral composition (e.g., >98% silica), of the same grain size distribution, and from the same geological formation but from different quarries within the formation do not necessarily respond in the same manner to biocementation. Hence, standard sands for mechanical geotechnical testing should not be considered a priori to be a standard sand for biogeotechnical testing.
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U2 - 10.1061/(ASCE)GT.1943-5606.0002480
DO - 10.1061/(ASCE)GT.1943-5606.0002480
M3 - Article
AN - SCOPUS:85099597095
SN - 1090-0241
VL - 147
JO - Journal of Geotechnical and Geoenvironmental Engineering
JF - Journal of Geotechnical and Geoenvironmental Engineering
IS - 4
M1 - 06021001
ER -