首页|冻融循环作用对黄土微结构和强度的影响

冻融循环作用对黄土微结构和强度的影响

扫码查看
通过对洛川黄土在反复冻融作用下的电镜扫描观测、单轴压缩试验和三轴剪切试验,研究了冻融循环作用对黄土微结构和强度的影响.结果表明:随着冻融循环次数的增加,黄土的原始胶结结构逐渐被破坏,颗粒重新排列,土的结构越来越疏松,同级压力下土体的孔隙比不断增大;冻融循环50次后土样的原始胶结已完全破坏,当压力超过自重应力时会产生很大的附加变形.反复冻融作用使黄土颗粒之间原始固有胶结逐渐减弱,造成黏聚力不断降低.同时,较大的团粒破碎,颗粒均一化,颗粒与颗粒之间的接触点增多,表现为内摩擦角不断增大.多次冻融循环后,原状黄土的抗剪强度与重塑黄土的强度接近.
Influence of freezing-thawing cycles on micro-structure and shear strength of loess
By taking the loess from Luochuan in Shaanxi Province to prepare specimens,a series of compression tests and tri-axial shear tests were conducted to explore the characteristics of micro-structure and shear strength of undisturbed loess with freezing-thawing cycles.The experimental results indicate that the initial cementation structure of loess is gradually broken to become more and more loose with increasing of freezing-thawing cycles,and the void ratio of loess continuously increases in the same press.The initial structure of loess is completely disrupted after 50 freezing-thawing cycles,and a great deal of deformation probably produce when the additional press is more than geostatic stress.Because of shortening the initial cementation structure of loess with repeated freezing-thawing cycles,cohesive force of loess constantly decreases,and internal friction angle increases by increasing touch points of inter-particles.Shear strength of the undisturbed loess under repeated freezing-thawing cycles will be close to that of remolded loess.

loessfreezing-thawing cyclesmicro-structurevoid ratioshear strength

倪万魁、师华强

展开 >

长安大学地质工程与测绘学院,陕西西安710054

黄土 冻融循环 微观结构 孔隙比 抗剪强度

国家重点基础研究发展计划(973计划)项目国家自然科学基金创新群体项目中国科学院西部行动计划项目国家自然科学基金重点项目

2012CB02610141121061KZCX2-XB3-1941030741

2014

冰川冻土
中国地理学会 中国科学院寒区旱区环境与工程研究所

冰川冻土

CSTPCDCSCD北大核心
影响因子:2.546
ISSN:1000-0240
年,卷(期):2014.36(4)
  • 112
  • 16