共 55 条
[1]
Chu J(1992)Strain-softening behavior of granular soil in strain-path testing J Geotech Eng 118 191-208
[2]
Lo S-CR(2005)Laboratory device to test the pull-out behavior of soil nails ASTM Geotech Test J 28 499-513
[3]
Lee IK(2018)Tensile monotonic capacity of helical anchors in sand: interaction between helices Can Geotech J 9 967-980
[4]
Chu LM(2019)Comparison of the load response of closed-ended and open-ended pipe piles driven in gravelly sand ActaGeotech 9 648-658
[5]
Yin JH(2017)Pullout of soil nail with circular discs: a three-dimensional finite element analysis J Rock MechGeotechnEng 166 86-107
[6]
Hao D(2017)Numerical modelling of pullout of helical soil nail J Rock MechGeotechnEng 16 185-196
[7]
Wang D(2013)Influence of nail inclination and facing material type on soil-nailed slopes Proc ICE-Ground Improv 54 1482-1495
[8]
Loughlin C(2016)Scale effect in centrifuge tests of helical anchors in sand Int J Phys Model Geotech 49 603-619
[9]
Gaudin C(2017)A laboratory study on pullout capacity of helical soil nail in cohesionless soil Can Geotech J 7 1-12
[10]
Han F(2019)Study and remedy of kotropi landslide in Himachal Pradesh, India Indian Geotech J 55 609-619