| 固化剂加固软土试验研究 |
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| 引用本文： | 胡晓丰. 固化剂加固软土试验研究[J]. 林业科技情报, 2011, 0(4): 116-117 |
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| 作者姓名： | 胡晓丰 |
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| 作者单位： | 黑龙江省林业设计研究院 |
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| 摘 要： | 通过应用不同固化剂对加固软土的作用进行室内试验,研究了NO.5固化剂、NO.1固化剂加固粘土的无侧限抗压强度变化的规律。分析和讨论了NO.5固化剂和NO.1固化剂加固土在不同掺入比和龄期时强度的变化规律及应力～应变特性,从整体加固效果分析看出,NO.5固化剂加固土效果优于NO.1固化剂加固土,两种固化土的最佳掺入比在1...
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| 关 键 词： | 土力学 粘土 固化剂 掺入比 无侧限抗压强度 应力 应变 |
Study On Strengthening Soft Soil Using Curing Agent |
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| Hu Xiaofeng. Study On Strengthening Soft Soil Using Curing Agent[J]. Forestry Science and Technology Information, 2011, 0(4): 116-117 |
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| Authors: | Hu Xiaofeng |
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| Affiliation: | Hu Xiaofeng(Forest Design And Research Institute Of Heilongjiang Province) |
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| Abstract: | The indoor test of using different curing agents to strengthen soft soil was performed in this paper to study the rules of unconfined compressive strength changes using No.5 and No.1 curing agent.It also studies the intension changing rules and stress characteristics of different mixing ratio of 2 agents in different time.The strengthening results shows that No.5 agent is better than No.1,the best mixing ratio is 12%~15%.It can be used in soft soil foundation treatment and actual engineering. |
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| Keywords: | soil mechanics clay agent mixing ratio unconfined compressive strength stress strain |
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