| 云南某高海拔地区级配碎石动三轴试验研究 |
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| 引用本文： | 张维全,魏星,何成勇.云南某高海拔地区级配碎石动三轴试验研究[J].交通标准化,2009(1):184-187. |
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| 作者姓名： | 张维全 魏星 何成勇 |
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| 作者单位： | 1. 重庆交通大学土木建筑学院,重庆,400074
2. 中国市政工程西南设计研究院,四川,成都,610081 |
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| 摘 要： | 通过级配碎石室内动三轴力学性能试验,分析研究级配碎石的动力特性,获取级配碎石近似的回弹模量值,对在云南高海拔地区合理取用级配碎石回弹模量具有重要的参考价值。
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| 关 键 词： | 级配碎石 动三轴试验 回弹模量 |
Dynamic Triaxial Test of Graded Broken Stone in A High Altitude Areas of Yunnan Province |
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| ZHANG Wei-quan,WEI Xing,HE Cheng-yong.Dynamic Triaxial Test of Graded Broken Stone in A High Altitude Areas of Yunnan Province[J].Communications Standardization,2009(1):184-187. |
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| Authors: | ZHANG Wei-quan WEI Xing HE Cheng-yong |
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| Institution: | ZHANG Wei-quan, WEI Xing, HE Cheng-yong (1.School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, China; 2.Southwest Municipal Engineering Design ＆ Research Institute of China, Chengdu 610081, China) |
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| Abstract: | Through indoor dynamic triaxial mechanical property test for graded broken stone, the dynamic characteristics of graded broken stone is analyzed, approximate modulus of resilience of graded broken stone is obtained, which has important reference value for choosing rational modulus of resilience of graded broken stone in Yunnan provincial high altitude areas. |
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| Keywords: | graded broken stone dynamic triaxial test modulus of resilience |
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