Effects of Freeze-thaw Cycles and Soil Properties on Mollisol Shear Strength in Chinese Black Soil Region

ZUO Xiaofeng; WANG Lei; ZHENG Fenli; FU Han; WANG Yifei; QIN Chao; ZHANG Xunchang

doi:10.13870/j.cnki.stbcxb.2020.02.005

您当前的位置：

首页 >

文章列表页 >

Effects of Freeze-thaw Cycles and Soil Properties on Mollisol Shear Strength in Chinese Black Soil Region

更新时间：2025-03-12

- Effects of Freeze-thaw Cycles and Soil Properties on Mollisol Shear Strength in Chinese Black Soil Region
- Vol. 34, Issue 2, Pages: 30-35(2020)
- 作者机构：
  
  1. 西北农林科技大学水土保持研究所, 黄土高原土壤侵蚀与旱地农业国家重点实验室, 杨凌,712100
  2. 中国科学院水利部水土保持研究所, 杨凌,712100
  3. 清华大学水沙科学与水利水电工程国家重点实验室,北京,100084
  4. 美国农业部农业研究局牧草地实验室, 厄尔雷诺,73036
- 作者简介：
- 基金信息：
- DOI：10.13870/j.cnki.stbcxb.2020.02.005
  CLC： S157.1
- Published：2020
- 稿件说明：
移动端阅览
ZUO Xiaofeng, WANG Lei, ZHENG Fenli, et al. Effects of Freeze-thaw Cycles and Soil Properties on Mollisol Shear Strength in Chinese Black Soil Region[J]. 2020, 34(2): 30-35.
DOI：

ZUO Xiaofeng, WANG Lei, ZHENG Fenli, et al. Effects of Freeze-thaw Cycles and Soil Properties on Mollisol Shear Strength in Chinese Black Soil Region[J]. 2020, 34(2): 30-35. DOI： 10.13870/j.cnki.stbcxb.2020.02.005.

摘要

为了揭示东北黑土区季节性冻融循环作用和土壤性质对土壤可蚀性的影响，采集黑龙江省宾县典型薄层黑土区（BX）和克山县典型厚层黑土区（KS）0—20 cm的耕层土壤，通过室内冻融循环模拟和土壤直剪试验，分析了冻融作用和土壤性质对土壤抗剪强度的影响。结果表明：（1）经历1次冻融作用后BX和KS 2种供试土壤抗剪强度分别减小3.9%和9.2%，二者黏聚力分别减小15.2%和29.4%，内摩擦角分别减小1.4%和3.6%。经历7次冻融作用后，BX和KS 2种供试土壤抗剪强度分别减小9.1%和15.1%，土壤黏聚力分别减小40.7%和74.5%，土壤容重分别减小6.7%和9.2%。受土壤有机质、水稳性团聚体、黏粒含量等的影响，KS土壤抗剪强度、黏聚力、内摩擦角和土壤容重的减小幅度皆大于BX供试土壤。（2）2种供试土壤抗剪强度皆随冻融循环次数的增加呈先逐渐减小后趋于稳定的变化趋势；第1次冻融循环对土壤抗剪强度破坏最大，经历1次冻融循环后2种土壤抗剪强度和黏聚力的减小量分别占7次冻融循环土壤抗剪强度和黏聚力总减小量的43.4%和61.0%，37.3%和39.4%。（3）土壤抗剪强度与土壤容重和团聚体平均重量直径（MWD）呈极显著的正相关，而与冻融循环次数呈极显著的负相关。

Abstract

In order to reveal effects of seasonal freeze-thaw cycles and soil properties on soil erodibility in the black soil region of Northeast China

the effects of freeze-thaw cycles and soil properties on soil shear strength were analyzed through indoor freeze-thaw cycle simulation and direct shear tests in laboratory. Two different tested soils were collected from top soil (0-20 cm plough layer) at typical thin-layer black soil region (BX) in Binxian County and typical thick-layer black soil region (KS) in Keshan County of Heilongjiang Province. The results showed that:(1) Freeze-thaw alternations reduced soil shear strength

cohesion and internal friction angle for both tested soils (BX and KS). After one time of freeze-thaw cycle

soil shear strength of BX and KS tested soils decreased by 3.9% and 9.2%

the soil cohesion decreased by 15.2% and 29.4%

and internal friction angle decreased by 1.4% and 3.6%

respectively. After seven times of freeze-thaw cycle

soil shear strength of the two tested soils decreased by 9.1% and 15.1%

soil cohesion decreased by 40.7% and 74.5%

and soil bulk density decreased by 6.7% and 9.2%

respectively. Due to the differences in the contents of soil organic matter

soil water stable aggregate and clay content

the decreasing extent of shear strength

cohesion and internal friction angle of KS tested soil were all greater than those of BX tested soil. (2) Soil shear strength decreased gradually and then tended to be stable with the increasing of freeze-thaw cycles for both tested soils. Moreover

the first freeze-thaw cycle had the greatest damage to soil shear strength

the decrement of soil shear strength after the first freeze-thaw cycle for both BX and KS soils occupied 43.4% and 61.0% of the total decrement of soil shear strength after seven freeze-thaw cycles

respectively; the decrement of soil cohesion after the first freeze-thaw cycle accounted for 37.3% and 39.4% of the total decrement of soil cohesion after seven freeze-thaw cycles

respectively. (3) Soil shear strength had significant positive correction with soil bulk density and mean weight diameter of soil aggregates (MWD)

while it had significant negative correction with freeze-thaw cycles.

关键词

Keywords

references

范兴科,蒋定生,赵合理.黄土高原浅层原状土抗剪强度浅析[J].土壤侵蚀与水土保持学报,1997,3(4):70-76.

Viran P A G, Binal A. Effects of repeated freeze-thaw cycles on physico-mechanical properties of cohesive soils[J].Arabian Journal of Geosciences,2018,11:250-262.

Hotineanu A, Bouasker M, Aldaood A, et al. Effect of freeze-thaw cycling on the mechanical properties of lime-stabilized expansive clays[J].Cold Regions Science and Technology,2015,119:151-157.

Liu H Y, Yang Y, Zhang K L, et al. Soil erosion as affected by freeze-thaw regime and initial soil moisture content[J].Soil Science Society of America Journal,2017,81(3):459-467.

杨成松,何平,程国栋,等.冻融作用对土体干容重和含水量影响的试验研究[J].岩石力学与工程学报,2003,22(增刊2):2695-2699.

Wang E, Cruse R M, Chen X, et al. Effects of moisture condition and freeze/thaw cycles on surface soil aggregate size distribution and stability[J].Canadian Journal of Soil Science,2012,92(3):529-536.

范昊明,钱多,周丽丽,等.冻融作用对黑土力学性质的影响研究[J].水土保持通报,2011,31(3):81-84.

方丽莉,齐吉琳,马巍.冻融作用对土结构性的影响及其导致的强度变化[J].冰川冻土,2012,34(2):435-440.

Bondarenko G L, Sadovsky A V. Water content effect of the thawing clay soils on shear strength[C]//Proceedings of the 7th International Symposium on Ground Freezing. Rotterdam, the Netherlands:A. A. Balkema,1991:123-127.

王连峰,蔡延江,解宏图.冻融作用下土壤物理和微生物性状变化与氧化亚氮排放的关系[J].应用生态学报,2007,18(10):2361-2366.

查小春,唐克丽.黄土丘陵林地土壤侵蚀与土壤性质变化[J].地理学报,2003,58(3):464-469.

倪万魁,师华强.冻融循环作用对黄土微结构和强度的影响[J].冰川冻土,2014,36(4):922-927.

董晓宏,张爱军,连江波,等.反复冻融下黄土抗剪强度劣化的试验研究[J].冰川冻土,2010,32(4):767-772.

王铁行,罗少锋,刘小军.考虑含水率影响的非饱和原状黄土冻融强度试验研究[J].岩土力学,2010,31(8):2378-2382.

马巍,徐学祖,张立新.冻融循环对石灰粉土剪切强度特性的影响[J].岩土工程学报,1999,21(2):23-25.

水利部.中国水土流失防治与生态安全.东北黑土区卷[M].北京:科学出版社,2010.

中华人民共和国水利电力部.土工试验规程SDS01-79[M].北京:水利出版社,1980.

张惠忍,李法虎,吕威.冻融状态和初始含水率对土壤力学性能的影响[J].农业工程学报,2017,33(3):128-133.

张祖莲,洪斌,黄英,等.降雨作用下云南省红土抗剪强度与坡面侵蚀模数的关系[J].水土保持通报,2017,37(1):1-8.

Yoder, Robert E. A direct method of aggregate analysis of soils and a study of the physical nature of erosion losses[J].Journal of the American Society of Agronomy,1936,28,22(5):337-351.

孙一源,高行方,余登苑.农业土壤力学[M].北京:农业出版社,1985:54-97.

范昊明,张瑞芳,周丽丽,等.气候变化对东北黑土冻融作用与冻融侵蚀发生的影响分析[J].干旱区资源与环境,2009,23(6):48-53.

张海欧,解建仓,南海鹏,等.冻融交替对复配土壤团粒结构和有机质的交互作用[J].水土保持学报,2016,30(3):273-278.

宁俊,王玉花,张聪敏.初始含水量及冻融循环对黄土微结构的影响[J].科学技术与工程,2018,18(5):285-290.

苏谦,唐第甲,刘深.青藏斜坡黏土冻融循环物理力学性质试验[J].岩石力学与工程学报,2008,27(增刊1):2990-2994.

Tian J F, Ye W J, Yang G S. The analysis of effects on shear strength characteristics of loess by moisture content changes and freeze-thaw circle[C]// Isrm Young Scholars Symposium on Rock Mechanics,2014:415-420.

袁琳.蒙脱石的胀缩机理及改性技术研究[D].长沙:长沙理工大学,2007.

蒋梅茵,杨德涌,熊毅.中国土壤胶体研究:ⅥⅡ.五种主要土壤的粘粒矿物组成[J].土壤学报,1982,19(1):62-70,98.

卜建清,王天亮.冻融及细粒含量对粗粒土力学性质影响的试验研究[J].岩土工程学报,2015,37(4):608-614.

Views

1134

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

The Factors Influencing Soil Erosion Resistance Under Freeze-thaw Conditions

Effect of Freeze-thaw Cycles on Shear Strength of Undisturbed Brown Soil

Differentiation Characteristics of Soil Properties under Different Vegetation Types and Slope Positions in Water-Level Fluctuation Zone of Three Gorges Reservoir

Influence of Simulated Erosion， Fertilization， and Sampling Time on Soil Properties and Quality in Black Soil Region of Northeast China

Macro-micro Evolution Characteristic Function of Solidified Loess under the Effects of Dry-wet Cycles

Related Author

LU Chao

MAZHOU Jiatai

LI Jiahui

ZHANG Kuandi

ZHU Longxiang

FAN Haoming

GUO Chengjiu

JIN Dan

Related Institution

College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling

State Key Laboratory of Soil Erosion and Dryland Farming on the Loess Plateau, Northwest A&F University, Yangling

College of Water Conservancy, Shenyang Agricultural University, Liaoning Province Key Laboratory of Soil Erosion Control and Ecological Restoration

Institute of Mountain Hazards and Environment， Chinese Academy of Sciences

School of Geography and Tourism， Chongqing Normal University

⁰