对"土的剪切空间滑动面分析及各向异性强度准则研究"讨论的答复

对"土的剪切空间滑动面分析及各向异性强度准则研究"讨论的答复 English Version

详细信息

1. Institute of Geo-engineering, School of Civil and Architecture, Xi'an University of Technology, Xi'an 710048, China;
2.Shaanxi Key Laboratory of Loess Mechanics and Engineering, Xi'an 710048, China

[1]	邵生俊, 许萍, 陈昌禄. 土的剪切空间滑动面分析及各向异性强度准则研究[J]. 岩土工程学报, 2013, 35(3): 422-435. (SHAO Sheng-jun, XU Ping, CHEN Chang-lu. Several shear spatially mobilized planes and anisotropic strength criteria of soils[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(3): 422-435. (in Chinese))
[2]	邵生俊, 罗爱忠, 邓国华, 等. 一种新型真三轴仪的研制与开发[J]. 岩土工程学报, 2009, 31(8): 1172-1179. (SHAO Sheng-jun, LUO Ai-zhong, DENG Guo-hua, et al. Development of a new true tri-axial apparatus[J]. Chinese Journal of Geotechnical Engineering, 2009, 31(8): 1172-1179. (in Chinese))