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| 分级卸荷量对大理岩三轴卸荷蠕变特性影响规律试验研究 |
| 黄 达1,2,杨 超1,3,黄润秋4,刘 杰1 |
(1. 重庆大学 土木工程学院,重庆 400045;2. 重庆大学 山地城镇建设与新技术教育部重点实验室,重庆 400045;
3. 三峡大学 土木与建筑学院,湖北 宜昌 443002;4. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室,四川 成都 610059) |
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| HUANG Da1,2,YANG Chao1,3,HUANG Runqiu4,LIU Jie1 |
| (1. College of Civil Engineering,Chongqing University,Chongqing 400045,China;2. Key Laboratory of New Technology for Construction of China in Mountainous Area,Ministry of Education,Chongqing University,Chongqing 400045,China;3. College of Civil and Architecture Engineering,China Three Gorges University,Yichang,Hubei 443002,China;4. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu,Sichuan 610059,China) |
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