土木与水利工程 |
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基于砂土状态和细观特征的剪切带倾角公式 |
胡成宝1,2,3, 凌道盛1,2,3, 巩师林1,2,3, 石吉森1,2, 韩超4, 丁志锋4 |
1. 浙江大学 岩土工程研究所, 浙江 杭州 310058;
2. 浙江大学 软弱土与环境土工教育部重点实验室, 浙江 杭州 310058;
3. 浙江大学 宁波理工学院 土木建筑工程学院, 浙江 宁波 315100;
4. 国网江苏省电力公司经济技术研究院, 江苏 南京 210008 |
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Formula for inclination angle of shear band based on soil state and microscopic characteristics in sands |
HU Cheng-bao1,2,3, LING Dao-sheng1,2,3, GONG Shi-lin1,2,3, SHI Ji-sen1,2, HAN Chao4, DING Zhi-feng4 |
1. Institute of Geotechnical Engineering, Zhejiang University, Hangzhou 310058, China;
2. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou 310058, China;
3. School of Civil Engineering and Architecture, Ningbo Institute of Technology, Zhejiang University, Ningbo 315100, China;
4. State Grid Jiangsu Economic Research Institute, Nanjing 210008, China |
引用本文:
胡成宝, 凌道盛, 巩师林, 石吉森, 韩超, 丁志锋. 基于砂土状态和细观特征的剪切带倾角公式[J]. 浙江大学学报(工学版), 2018, 52(11): 2068-2076.
HU Cheng-bao, LING Dao-sheng, GONG Shi-lin, SHI Ji-sen, HAN Chao, DING Zhi-feng. Formula for inclination angle of shear band based on soil state and microscopic characteristics in sands. JOURNAL OF ZHEJIANG UNIVERSITY (ENGINEERING SCIENCE), 2018, 52(11): 2068-2076.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2018.11.004
或
http://www.zjujournals.com/eng/CN/Y2018/V52/I11/2068
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