| 基于动三轴试验的现场液化判别剪切波速法 |
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| 引用本文： | 黄博,陈云敏,殷建华,吴世明. 基于动三轴试验的现场液化判别剪切波速法[J]. 水利学报, 2002, 33(10): 0021-0026 |
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| 作者姓名： | 黄博 陈云敏 殷建华 吴世明 |
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| 作者单位： | 1. 浙江大学,岩土工程研究所,浙江,杭州,310027
2. 香港理工大学土木及结构工程系,香港,九龙红(石勘) |
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| 基金项目： | 浙江省自然科学基金青年科技人才培养专向资助 (RC96 0 9)，浙江省教育厅资助项目 ( 2 0 0 10 5 72 ) |
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| 摘 要： | 通过控制土体剪切波速的动三轴液化试验，得到了更能真实地反映土体的抗液化能力的临界剪应变参数。文中探讨了各因素对临界剪应变的影响，并结合动三轴试验结果和剪切波速判别方法，对取土地区自由场地进行液化评估，得到了满意的结论。
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| 关 键 词： | 临界剪切波速；液化势；土体结构性 |
| 文章编号： | 0559-9350(2002)10-0021-06 |
| 修稿时间： | 2001-07-30 |
Liquefaction evaluation by means of shear wave velocity method based on cyclic triaxial tests |
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| HUANG Bo,CHEN Yun-min,YIN Jian-hu,WU Shi-ming. Liquefaction evaluation by means of shear wave velocity method based on cyclic triaxial tests[J]. Journal of Hydraulic Engineering, 2002, 33(10): 0021-0026 |
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| Authors: | HUANG Bo CHEN Yun-min YIN Jian-hu WU Shi-ming |
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| Affiliation: | 1.Zhejian University;2.Hong kong Polytechnic University, Hung Hom, Kowloon |
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| Abstract: | Cyclic triaxial tests is carried out to evaluate dynamic properties of silt and silty sand samples. The shear wave velocities of these samples are controlled to match those in situ. This approach shows great effect on storing the natural structure of soil, while the samples indicate higher liquefaction resistance than those whose shear wave velocities are not controlled. Resul ts obtained from tests indicate that the critical shear strain changes with the cyclic number, confining pressure, gain composition and soil structure as well. Based on the test results and the criterion proposed by Wang Wen-shao, a liquefaction prediction method is suggested. |
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| Keywords: | critical shear wave velocity liquefaction potential soil structure |
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