An Elementary Study on New Soil Consolidator Used to Control Channel Seepage

ZHANG Hai-yan; HAN Su-jian; LI Yuan-ting; LI Ping

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An Elementary Study on New Soil Consolidator Used to Control Channel Seepage

- An Elementary Study on New Soil Consolidator Used to Control Channel Seepage
- Bulletin of Soiland Water Conservation Vol. 23, Issue 1, Pages: 40-42(2004)
- 作者机构：
  
  西北农林科技大学水利水电科学研究院,陕西杨凌,712100
- 作者简介：
- 基金信息：
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- Published：2004
- 稿件说明：
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ZHANG Hai-yan, HAN Su-jian, LI Yuan-ting, et al. An Elementary Study on New Soil Consolidator Used to Control Channel Seepage[J]. Bulletin of Soiland Water Conservation, 2004, 23(1): 40-42.
DOI：

ZHANG Hai-yan, HAN Su-jian, LI Yuan-ting, et al. An Elementary Study on New Soil Consolidator Used to Control Channel Seepage[J]. Bulletin of Soiland Water Conservation, 2004, 23(1): 40-42. DOI：

摘要

简要介绍了固化剂的特点及工程应用情况

通过击实、无侧限抗压强度、水稳定性和抗冻试验等方法

探讨了固化剂用于渠道防渗工程的可行性

得出抗冻性能成为土壤固化剂用于渠道防渗工程的制约因素这一结论

可供同行参考。

Abstract

The specialties and conditions of engineering a new soil consolidator are introduced simply.The capability of the soil consolidator to control channel seepage is demonstrated by experimental information of the nature of compaction，compressive strength，water stabilization and freeze-thaw resistance.The conclusion reached is that in establishing freeze resistance，the soil consolidator is limited in controlling channel seepage.This study provides a reference for others engineering soil consolidators.

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