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| 生物酶土壤固化剂应用分析 | |
| 引用本文： | 于广和. 生物酶土壤固化剂应用分析[J]. 交通科技与经济, 2013, 15(3): 55-57 |
| 作者姓名： | 于广和 |
| 作者单位： | 黑龙江省高速公路管理局,黑龙江哈尔滨,150040 |
| 摘 要： | 在不改变土质条件的前提下，通过无侧限抗压、劈裂、抗弯拉强度以及抗压、抗弯拉模量等试验，分析不同派酶剂量对加固土力学性能的影响，并提出合理的配比。研究表明，派酶土壤固化剂对被加固土的无侧限抗压强度、抗弯拉性能、抗压及抗弯拉模量等方面的力学性能都有较大影响，试验得出的最佳派酶固化剂掺量为0．05％。 |
| 关 键 词： | 派酶固化剂 加固土 力学性能 最佳掺量 |
Application of biological enzyme soil solidified agent |
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| YU Guang-he. Application of biological enzyme soil solidified agent[J]. Technology & Economy in Areas of Communications, 2013, 15(3): 55-57 | |
| Authors: | YU Guang-he |
| Affiliation: | YU Guang-he (Heilongjiang Highway Management Bureau, Harbin 150040, China) |
| Abstract: | On the same conditions, the unconfined compression strength, split, bending tensile strength, and compression rebound modulus, bending tensile modulus are tested, and the effects of different Perma Zyem curing agent close to mechanical properties of Perma Zyme solidified soil are also analyzed. Furthmore, the reasonable mix proportion is given. The results show that Perma Zyme curing agent has certain remarkable effect on unconfined compression strength, split, bending tensile strength, compression rebound modulus, bending tensile modulus and other mechanical properties, of which the best close of Perma Zyme curing agent is 0. 05%. . |
| Keywords: | Perma Zyme solidified agent solidified soil mechanical properties best dose |
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