共 16 条
- [1] BAI Ming-xue, ZHANG Su-min, Landslide induced by liquefaction of loessial soil during earthquake of high intensity, Geotechnical Investigation and Surveying, 18, 6, pp. 1-5, (1990)
- [2] CAO Zhen-zhong, YUAN Xiao-ming, CHEN Long-wei, Et al., Summary of liquefaction macrophenomena in Wenchuan Earthquake, Chinese Journal of Geotechnical Engineering, 32, 4, pp. 645-650, (2010)
- [3] WATKINSON I M, HALL R., Impact of communal irrigation on the 2018 Palu earthquake-triggered landslides, Nature Geoscience, 12, 11, pp. 940-945, (2019)
- [4] CHEN Yu-min, GAO Xing, LIU Han-long, Simplified method of flow deformation induced by liquefied sand, Rock and Soil Mechanics, 34, 6, pp. 1567-1573, (2013)
- [5] LIU Han-long, CHEN Yu-min, Analysis of flow characteristics of dynamic torsional tests on post liquefied sand, Rock and Soil Mechanics, 30, 6, pp. 1537-1541, (2009)
- [6] PAN Hua, CHEN Guo-xing, LIU Han-long, Study of behaviour of large post-liquefaction deformation in saturated Nanjing fine sand, Chinese Journal of Rock Mechanics and Engineering, 30, 7, pp. 1475-1481, (2011)
- [7] ZOU You-xue, WANG Rui, ZHANG Jian-min, Implementation of a plasticity model for large post-liquefaction deformation of sand in FLAC<sup>3D</sup>, Rock and Soil Mechanics, 39, 4, pp. 1525-1534, (2018)
- [8] ISHIHARA K, OKUSA S, OYAGI N, Et al., Liquefaction-induced flow slide in the collapsible loess deposit in soviet Tajik, Soils and Foundations, 30, 4, pp. 73-89, (1990)
- [9] YANG Zhen-mao, ZHAO Cheng-gang, WANG Lan-min, Et al., Liquefaction behaviors and steady state strength of saturated loess, Chinese Journal of Rock Mechanics and Engineering, 23, 22, pp. 3853-3860, (2004)
- [10] WANG Lan-min, Mechanism and risk evaluation of sliding flow triggered by liquefaction of loess deposit during earthquakes, Chinese Journal of Geotechnical Engineering, 42, 1, pp. 1-19, (2020)