| 土三轴压缩试验试验方法的对比探讨 |
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| 引用本文： | 张品萃,胥建华.土三轴压缩试验试验方法的对比探讨[J].地质灾害与环境保护,2003,14(1):57-60. |
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| 作者姓名： | 张品萃 胥建华 |
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| 作者单位： | 成都理工大学工程地质研究所,成都,610059 |
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| 摘 要： | 土的抗剪强度在岩土工程设计中是一个很重要的指标。三轴压缩试验是测定抗剪强度的方法之一。本文就三轴压缩试验的常规方法和一个试样多级加荷方法进行的固结不排水剪（CU）的试验结果，分析它们之间的差异，探讨了形成差异的原因。
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| 关 键 词： | 土 三轴压缩试验 固结不排水剪 周围压力 抗剪强度 |
| 文章编号： | 1006-4362(2003)01-0057-04 |
| 修稿时间： | 2002年9月28日 |
COMPARISON OF CONTRAST BETWEEN CONVENTIONAL AND ONE SAMPLE WITH MULTILEVEL-LOADS TRIAXIAL COMPRESSION TEST |
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| ZHANG Pin-cui,XU Jian-hua.COMPARISON OF CONTRAST BETWEEN CONVENTIONAL AND ONE SAMPLE WITH MULTILEVEL-LOADS TRIAXIAL COMPRESSION TEST[J].Journal of Geological Hazards and Environment Preservation,2003,14(1):57-60. |
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| Authors: | ZHANG Pin-cui XU Jian-hua |
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| Abstract: | An important index in the designing of rock and soil engineering is shear strength which can be obtained though triaxial compression tests. In this paper, the results of the conventional triaxial compression shear tests are distinct from that of the consolidated-undrained ones of one sample with multilevel-loads. The distinctions are discussed also. |
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