首页|冻融循环及各向异性对原状黄土动力特性的影响研究

冻融循环及各向异性对原状黄土动力特性的影响研究

扫码查看
[目的]为了研究冻融循环作用和各向异性对西宁地区原状黄土力学特性及变形的影响,[方法]借助冻融循环试验箱和GDS双向动态三轴仪,开展冻融循环试验和施加半正弦波形式的循环荷载动力特性试验,采用修正H-D模型分析冻融循环次数、与沉积方向呈不同角度对西宁地区黄土动力特性参数的影响。[结果]结果显示:(1)随着冻融循环次数的增加,动剪切强度呈现出先减小后增加的趋势;黄土 Gd-1增长阈值呈现出先增大后减小的趋势;黄土阻尼比λ呈现出先增加后减小的趋势。(2)与沉积方向呈不同角度的土样动剪切强度具有差异性,即由大到小为0°>60°>90°>45°;Gd-1增长阈值由大到小为45°>90°>60°>0°;黄土阻尼比λ由大到小为45°>90°>60°>0°。[结论]结果表明:(1)随着冻融循环次数的增加,土体结构强度和刚度均表现出先减弱后增强的趋势,土体抵抗变形消耗的动能则呈相反趋势。(2)各向异性影响黄土的动剪切强度、刚度及阻尼比,与沉积方向呈45°土体动剪切强度最低,刚度最弱,土体发生变形消耗动能最多。(3)冻融循环作用影响土体在不同方向的力学特性,随冻融循环次数的增加,与沉积方向呈45°时土体各向异性表现明显,其结构损伤程度最大。
Influence of freeze-thaw cycle and anisotropy on the dynamic characteristics of undisturbed loess
[Objective]In order to study the effects of freeze-thaw cycle and anisotropy on the mechanical properties and deforma-tion of undisturbed loess in Xining area,[Methods]Freeze-thaw cycle test and semi-sine wave cyclic load dynamic characteristic test were carried out with the help of freeze-thaw cycle test chamber and GDS bidirectional dynamic triaxial apparatus.The modi-fied H-D model was used to analyze the effects of the number of freeze-thaw cycles and the different angles of deposition direction on the dynamic characteristics of loess in Xining area.[Results]The result showed that:(1)With the increase of the number of freeze-thaw cycles,the dynamic shear strength first decreased and then increased.The growth threshold of Gd-1 in loess increased first and then decreased.The loess damping ratio λ firstly increases and then decreases.(2)The dynamic shear strength of soil samples with different angles from the deposition direction is different,that is,from large to small,it is 0°>60°>90°>45°;The Gd-1 growth threshold was 45°>90°>60°>0° from large to small.The loess damping ratio λ is 45°>90°>60°>0° from large to small.[Conclusion]The result show that:(1)With the increase of the number of freeze-thaw cycles,the structural strength and stiffness of the soil showed a trend of weakening first and then increasing,while the kinetic energy consumed by the soil resistance to deformation showed an opposite trend.(2)Anisotropy affects the dynamic shear strength,stiffness and damping ratio of loess.When the soil is 45° from the deposition direction,the soil dynamic shear strength is the lowest,the stiffness is the weakest,and the soil deformation consumes the most kinetic energy.(3)The freeze-thaw cycle affects the mechanical properties of soil in different directions.With the increase of the number of freeze-thaw cycles,the anisotropy of soil is obvious when the deposition direction is 45°,and the structural damage degree is the greatest.

undisturbed loessfreeze-thaw cycleanisotropydynamic characteristic parametersmodified H-D modelmechani-cal propertiesinfluence factor

杨丰华、马艳霞、高英、李忠林

展开 >

青海大学土木工程学院,青海西宁 810016

青海省建筑节能材料与工程安全重点实验室,青海西宁 810016

西安交通大学城市学院,陕西西安 710018

原状黄土 冻融循环 各向异性 动力特性参数 修正H-D模型 力学性能 影响因素

陕西省自然科学基础研究计划

2021-JQ-892

2024

水利水电技术(中英文)
水利部发展研究中心

水利水电技术(中英文)

CSTPCD北大核心
影响因子:0.456
ISSN:1000-0860
年,卷(期):2024.55(2)
  • 25