Impact of Freeze-Thaw Cycles on Mechanical Properties of Loess Solidified with New Polymer Curing Agent SH

XU Peng-fei, LI Ze-ying, WANG Yin-mei, DONG Yan

Journal of Changjiang River Scientific Research Institute ›› 2021, Vol. 38 ›› Issue (1) : 137-141.

PDF(1165 KB)
PDF(1165 KB)
Journal of Changjiang River Scientific Research Institute ›› 2021, Vol. 38 ›› Issue (1) : 137-141. DOI: 10.11988/ckyyb.20191262
ROCK-SOIL ENGINEERING

Impact of Freeze-Thaw Cycles on Mechanical Properties of Loess Solidified with New Polymer Curing Agent SH

  • XU Peng-fei, LI Ze-ying, WANG Yin-mei, DONG Yan
Author information +
History +

Abstract

Seasonal freeze-thaw cycles degrades the strength of loess structures in northwest and north China, giving rise to many problems. In this research, indoor freeze-thaw cycle test was carried out on loess solidified by the new polymer curing agent SH to examine the impact of freeze-thaw cycles on the compressive and shear strength of the solidified loess. Results unveiled that curing agent SH significantly improved the compressive strength of loess. The higher the SH content, the higher the strength of loess, the lower the loss rate after freeze-thaw cycle, the lower the mass loss rate, and the better integrity of solidified loess samples. The shear strength of solidified loess decreased with the increase of the number of freeze-thaw cycles. Freeze-thaw cycle also has an evident impact on cohesion. The cohesive force and internal friction angle of the solidified loess decreased the most after 3-4 freeze-thaw cycles; such decline attenuated and gradually stabilized after 5 times of freeze-thaw cycles. The research findings offer reference for the promotion and application of curing agent SH in the frozen-melt zone of loess, and provide some theoretical basis for the treatment of frozen-melt zone of loess.

Key words

loess / freeze-thaw cycle / SH curing agent: compressive strength / shear strength / cohesion / internal friction angle

Cite this article

Download Citations
XU Peng-fei, LI Ze-ying, WANG Yin-mei, DONG Yan. Impact of Freeze-Thaw Cycles on Mechanical Properties of Loess Solidified with New Polymer Curing Agent SH[J]. Journal of Changjiang River Scientific Research Institute. 2021, 38(1): 137-141 https://doi.org/10.11988/ckyyb.20191262

References

[1] INDRARATNA B, MUTTUVEL T, ARMSTRONG R, et al. Predicting the Erosion Rate of Chemically Treated Soil Using a Process Simulation Apparatus for Internal Crack Erosion[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(6): 837-844.
[2] 易耀林,李 晨,孙 川, 等.碱激发矿粉固化连云港软土试验研究[J].岩石力学与工程报,2013,32(9):1820-1826.
[3] 柯 睿,汪洪星,谈云志, 等.冻融循环对固化淤泥土力学性质的影响[J].长江科学院院报,2019,36(8):136-139,145.
[4] 王银梅,高立成.黄土化学改良试验研究[J].工程地质学报,2012,20(6):1071-1077.
[5] 刘文白,张恩槐.木质素固化疏浚土的压缩特性研究[J].长江科学院院报,2017,34(4):83-86.
[6] 董晓宏,张爱军,连江波, 等.长期冻融循环引起黄土强度劣化的试验研究[J].工程地质学报,2010,18(6):887-893.
[7] 肖东辉,冯文杰,张 泽.冻融循环作用下黄土孔隙率变化规律[J].冰川冻土,2014,36(4):907-912.
[8] ZHOU Zhi-wei, MA Wei, ZHANG Shu-juan, et al. Damage Evolution and Recrystallization Enhancement of Frozen Loess[J]. International Journal of Damage Mechanics, 2018, 27(8): 1131-1155.
[9] 周志军,钟世福,梁 涵.冻融循环次数对黄土路用性能影响规律的试验[J].长安大学学报(自然科学版),2013,33(4):1-6.
[10]魏 尧,杨更社,叶万军.冻结温度对冻融黄土力学特性的影响规律研究[J].长江科学院报,2018,35(8):61-66.
[11]许 健,王掌权,任建威, 等.原状与重塑黄土冻融劣化机理对比试验研究[J].地下空间与工程学报,2018,14(3):643-649.
[12]王建良.青海地区水泥改良黄土技术与性能研究[J].公路,2017,62(6):60-63.
[13]胡再强,梁志超,吴传意, 等.冻融循环作用下石灰改性黄土的力学特性试验研究[J].土木工程学报,2019,52(增刊1):211-217.
[14]吕擎峰,刘鹏飞,申 贝, 等.温度改性水玻璃固化黄土冻融特性试验研究[J].工程地质学报,2015,23(1):59-64.
[15]李宏波,边 兴,郭莉英, 等.水泥硅微粉固化黄土的冻融试验研究[J].科学技术与工程,2016,16(7):246-248,254.
[16]金 鑫,王铁行,于康康, 等.碱液加固黄土体的工程性质研究[J].西安建筑科技大学学报(自然科学版),2016,48(3):383-387,416.
[17]侯 鑫,马 巍,李国玉, 等.冻融循环对硅酸钠固化黄土力学性质的影响[J].冰川冻土,2018,40(1):86-93.
[18]张丽萍.黄土边坡坡面稳定及防治技术研究[D].杨凌:西北农林科技大学, 2009.
[19]高立成.固化剂改良黄土力学特性试验研究[D].太原:太原理工大学,2013.
[20]许 阳. 五种先锋物种对不同水泥含量的植被混凝土的生态学响应[D].宜昌:三峡大学,2012.
[21]王银梅,徐鹏飞.新型高分子材料固化黄土边坡的抗冲刷试验[J].中国地质灾害与防治学报,2018,29(6):92-96.
PDF(1165 KB)

Accesses

Citation

Detail

Sections
Recommended

/