TY - JOUR
T1 - Application of the dilatometer test for estimating undrained shear strength of Busan New Port clay
AU - Choo, Hyunwook
AU - Lee, Woojin
AU - Hong, Sung Jin
AU - Lee, Changho
N1 - Funding Information:
This research was supported by a Grant ( 15-RDRP-B076564-02 ) from Regional Development Research Program funded by the Ministry of Land, Infrastructure and Transport of Korean government.
Publisher Copyright:
© 2015 Elsevier Ltd. All rights reserved.
PY - 2016/3/15
Y1 - 2016/3/15
N2 - The dilatometer test (DMT) is an economical and fast tool that evaluates the stratigraphy and properties of soil. In this study, a series of DMTs, field vane tests (FVTs), and K0 consolidated-undrained triaxial compression (CK0UC) tests were performed to develop an empirical correlation for the undrained shear strength (su) of clayey soils from the Busan New Port site. The stress-normalized mobilized su(μsu/σv′) for both laboratory tests and FVTs is determined to be around 0.22, which is consistent with previous studies. The exponent m for overconsolidation ratio (OCR), which is in the relation of su/σv′=S·OCRm, is determined to be 0.83 by using the SHANSEP technique. Two different methods of estimating su are reviewed to make use of either the horizontal stress index (KD) or the bearing factor (Nc). Because the DMT results indicate that the Nc is linearly proportional to the material index (ID), representing the characteristics of soil, the empirical su estimating formula with ID is newly suggested in this study. According to the values for the mean absolute percentage error (MAPE), the empirical correlation with ID shows a slightly better accuracy than that using KD. However, a comparison between the values for the su that are measured and estimated by using two different methods shows good agreement in general.
AB - The dilatometer test (DMT) is an economical and fast tool that evaluates the stratigraphy and properties of soil. In this study, a series of DMTs, field vane tests (FVTs), and K0 consolidated-undrained triaxial compression (CK0UC) tests were performed to develop an empirical correlation for the undrained shear strength (su) of clayey soils from the Busan New Port site. The stress-normalized mobilized su(μsu/σv′) for both laboratory tests and FVTs is determined to be around 0.22, which is consistent with previous studies. The exponent m for overconsolidation ratio (OCR), which is in the relation of su/σv′=S·OCRm, is determined to be 0.83 by using the SHANSEP technique. Two different methods of estimating su are reviewed to make use of either the horizontal stress index (KD) or the bearing factor (Nc). Because the DMT results indicate that the Nc is linearly proportional to the material index (ID), representing the characteristics of soil, the empirical su estimating formula with ID is newly suggested in this study. According to the values for the mean absolute percentage error (MAPE), the empirical correlation with ID shows a slightly better accuracy than that using KD. However, a comparison between the values for the su that are measured and estimated by using two different methods shows good agreement in general.
KW - Dilatometer test (DMT)
KW - Field vane test (FVT)
KW - K consolidated-undrained triaxial compression test
KW - Mobilized undrained shear strength
UR - http://www.scopus.com/inward/record.url?scp=84957998928&partnerID=8YFLogxK
U2 - 10.1016/j.oceaneng.2015.11.017
DO - 10.1016/j.oceaneng.2015.11.017
M3 - Article
AN - SCOPUS:84957998928
SN - 0029-8018
VL - 115
SP - 39
EP - 47
JO - Ocean Engineering
JF - Ocean Engineering
ER -