| 土的抗剪强度试验的荷重设定 |
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| 引用本文： | 刘佩琳,朱红雷. 土的抗剪强度试验的荷重设定[J]. 山西建筑, 2007, 33(15): 81-82 |
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| 作者姓名： | 刘佩琳 朱红雷 |
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| 作者单位： | 浙江省水利水电勘测设计院,浙江杭州,310002 |
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| 摘 要： | 论证了粘性土的抗剪强度问题与垂直压力的关系并不完全符合库仑方程的直线关系,指出了室内进行抗剪强度试验时比较合理的做法是,事先根据土层的天然压密状态、取土深度和工程情况等,按照土层的实际应力历史确定荷重等级。
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| 关 键 词： | 抗剪强度试验 应力历史 荷重等级 |
| 文章编号： | 1009-6825(2007)15-0081-02 |
| 修稿时间： | 2007-02-08 |
Parameter hypothsis of load in soil''''s shear strength experiment |
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| LIU Pei-lin,ZHU Hong-lei. Parameter hypothsis of load in soil''''s shear strength experiment[J]. Shanxi Architecture, 2007, 33(15): 81-82 |
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| Authors: | LIU Pei-lin ZHU Hong-lei |
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| Affiliation: | LIU Pei-linZHU Hong-lei |
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| Abstract: | Linear relationship by coulomb equation could not completely describe clay soil's shear strength versus vertical pressure.With reference to soil sampling's natural junk state,depth and project condition etc,setting up the load class by effective stress history of soil in advance will generate more reasonable data of the indoor experiment of shear strength. |
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| Keywords: | experiment of shear strength stress history load class |
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