TY  - JOUR
TI  - Large Scale Direct Shear Box Tests on Gravels
AB  - Within the confines of this study, the results of direct shear box tests performed on poorly-
(GP) and well-graded (GW) gravel samples are presented. Samples are tested under effective
normal stresses ranging from 77 to 205 kPa, and with initial void ratio ranging from 0.42 to
0.53. The estimated peak secant-angles of shearing resistances vary in the range of 49 to 61
degrees. On the basis of the ratio of vertical to horizontal deformation rates, the peak angles
of dilation are estimated as 10-16 degrees. These estimated values are concluded to be in
coherency with available literature, other than the recommendations of Navfac DM 7.01.
AU  - CETIN, KEMAL ONDER
AU  - Yunatci, Ali Anil
DO  - 10.18400/tekderg.606816
PY  - 2022
JO  - Teknik Dergi
VL  - 33
IS  - 1
SN  - 1300-3453
SP  - 11617
EP  - 11623
DB  - TRDizin
UR  - http://search/yayin/detay/535678
ER  -