| 陕西延安Q_2原状黄土抗拉强度试验研究 |
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| 引用本文： | 孙纬宇,梁庆国,严松宏,欧尔峰,邵森林.陕西延安Q_2原状黄土抗拉强度试验研究[J].地质力学学报,2015,21(3):386-392. |
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| 作者姓名： | 孙纬宇 梁庆国 严松宏 欧尔峰 邵森林 |
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| 作者单位： | 兰州交通大学甘肃省道路桥梁与地下工程重点实验室, 兰州 730070;兰州交通大学土木工程学院, 兰州 730070;兰州交通大学甘肃省道路桥梁与地下工程重点实验室, 兰州 730070;兰州交通大学土木工程学院, 兰州 730070;兰州交通大学甘肃省道路桥梁与地下工程重点实验室, 兰州 730070;兰州交通大学土木工程学院, 兰州 730070;兰州交通大学甘肃省道路桥梁与地下工程重点实验室, 兰州 730070;兰州交通大学土木工程学院, 兰州 730070;兰州交通大学甘肃省道路桥梁与地下工程重点实验室, 兰州 730070;兰州交通大学土木工程学院, 兰州 730070 |
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| 基金项目： | 国家自然科学基金项目“黄土抗拉强度和各向异性研究”(41262010);长江学者和创新团队发展计划项目(IRT1139);兰州交通大学“青蓝”人才工程项目(QL-08-19A);甘肃省基础研究创新群体资助项目(145RJIA332) |
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| 摘 要： | 对陕西延安新宝塔山隧道Q2原状黄土进行了不同加载速率的无侧限抗压与贯入抗拉试验,研究了Q2原状黄土抗压与抗拉强度的影响因素。结果表明:加载速率对宝塔山Q2原状黄土抗压和抗拉强度影响较大,抗压强度与抗拉强度随加载速率增大而增大;高径比对抗拉强度也有较大影响,试验时当高径比控制在1.0左右时,高径比对宝塔山Q2原状黄土的抗拉强度影响相对较小,因此采用轴向压裂法测量黄土的抗拉强度时,高径比宜控制在1.0;在试验加载速率范围内,加载速率对宝塔山Q2原状黄土的压拉比影响不大,其压拉比在9.88~13.68范围内变化。
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| 关 键 词： | Q2原状黄土 抗拉强度 加载速率 压拉强度比 |
| 收稿时间： | 2015/1/22 0:00:00 |
EXPERIMENTAL STUDY ON TENSILE STRENGTH OF UNDISTUBED Q2 LOESS FROM YANAN SHANNXI, CHINA |
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| SUN Wei-yu,Liang Qing-guo,YAN Song-hong,Er-feng and SHAO Sen-lin.EXPERIMENTAL STUDY ON TENSILE STRENGTH OF UNDISTUBED Q2 LOESS FROM YANAN SHANNXI, CHINA[J].Journal of Geomechanics,2015,21(3):386-392. |
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| Authors: | SUN Wei-yu Liang Qing-guo YAN Song-hong Er-feng and SHAO Sen-lin |
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| Institution: | Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou 730070, China;School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China;Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou 730070, China;School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China;Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou 730070, China;School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China;Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou 730070, China;School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China;Key Laboratory of Road & Bridge and Underground Engineering of Gansu Province, Lanzhou 730070, China;School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China |
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| Abstract: | The unconfined compressive and penetration tensile tests were conducted with different loading rates on undisturbed Q2 loess from Baotashan Tunnel in Yan''an, Shanxi, and the impacts on the unconfined compressive strength and tensile strength were studied. It shows that the loading rates have a great impact on the compressive strength and tensile strength, which all increase with the increase of loading speed. The ratios of height to diameter have a great influence on the tensile strength of the Q2 loess, when the ratio of height to diameter of the samples is about 1.0, the impact on the tensile strength tends to be relatively small. Therefore, when the tensile strength of loess is to be measured by axial unconfined penetration test, the ratio of height to diameter of the samples should be 1.0. Within the scope of the test loading rates, the loading rates have little effect on the ratios of compressive strength to tensile ratio for the undisturbed Q2 loess in Baotashan tunnel, which vary between 9.88 and 13.68. |
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| Keywords: | undisturbed Q2 loess tensile strength loading rate ratio of compressive strength to tensile strength |
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