]1[ گزارش مهندسی مطالعات ژئوتکنیک پروژه طرح و
ساخت ایوان مرکزی مصای امام خمینی )ره( « ، گروه
ژئوتکنیک موسسه مهندسین مشاور ساحل، 1391 .##
[2] Astm. (1968). Annual book of ASTM standards.
Astm.
[3] Bowles, J. E. (1996). Foundation Analysis
and Design, The McGrawHill Companies. Inc.,
Singapore.##
[4] Das, B. M., & Sobhan, K. (2013). Principles
of geotechnical engineering. Cengage learning.##
[5] Hight, D. W. (1986). Laboratory testing: assessing
BS 5930. Geological Society, London,
Engineering Geology Special Publications, 2(1),
43-52.##
[6] Robertson, P. K., & Cabal, K. L. (2010).
Guide to cone penetration testing for geotechnical
engineering. Gregg Drilling & Testing.##
[7] Medzvieckas, J., Dirgėlienė, N., & Skuodis,
Š. (2017). Stress-strain states differences in
specimens during triaxial compression and direct
shear tests. Procedia Engineering, 172, 739-745.##
[8] Castellanos, B. A., & Brandon, T. L. (2013,
September). A comparison between the shear
strength measured with direct shear and triaxial
devices on undisturbed and remolded soils. In
Proceedings of the 18th international conference
on soil mechanics and geotechnical engineering,
Paris (pp. 317-320).##