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非饱和原状和重塑Q3黄土渗水特性研究
  • ISSN号:1000-4548
  • 期刊名称:岩土工程学报
  • 时间:2012.6.6
  • 页码:1020-1027
  • 分类:TU43[建筑科学—岩土工程;建筑科学—土工工程]
  • 作者机构:[1]解放军后勤工程学院建筑工程系,重庆401311, [2]兰州理工大学土木工程学院,甘肃兰州730050
  • 相关基金:国家自然科学基金项目(11072265);国家电网公司科学技术项目(SGKJJSKF[2008]656);重庆市科委自然科学基金项目(2009BB6174)
  • 相关项目:地质库的混合缓冲/回填材料在高温-高压-高吸力条件下的力学特性及其应用
中文摘要:

为研究非饱和Q,黄土渗水特性,设计一套原状黄土取样设备,取得大尺寸原状竖直和水平土柱各2个;并制备5个干密度不同的重塑土样。对9个试样进行水平土柱试验,用TDR水分计和热传导吸力探头分别检测土样不同断面处的体积含水率和基质吸力。试验结果表明:土中裂隙的走向和干密度对入渗率均有影响。对于原状试样,浸水前期竖直试样入渗率要大于水平试样,湿润锋超过50cm后,竖直和水平试样入渗率几乎接近一致。竖直与水平原状试样的非饱和扩散率主要差别在饱和度低于0.6的区域,饱和度高于0.6两者扩散率差别不大;对于重塑试样,低饱和度区域干密度对扩散率影响要大于高饱和度区域。同等干密度和含水率条件下,低饱和度区域重塑试样非饱和渗透系数大于原状试样;而高饱和度区域原状试样非饱和渗透系数大于重塑试样。取样方法和研究成果对同类工作具有重要参考价值。

英文摘要:

In order to study the hydraulic conductivity of unsaturated Q3 loess, an equipment for sampling undisturbed loess is designed, four vertical and horizontal loess columns are acquired successfully and five remolded soil columns with different dry densities are prepared. The tests on horizontal soil columns of nine samples are carried out. TDR moisture meters and thermal conduction suction probes are embedded to monitor volumetric water content and matric suction in different sample sections. The results indicate that the infiltration velocity is influenced by crack direction and dry density of the soil columns. For the undisturbed loess samples, the infiltration velocity of vertical samples is greater than that of horizontal samples at the beginning stage of soaking tests. When the wetting front exceeds 50 cm, the infiltration velocities of vertical and horizontal samples get close to each other. The differences of diffusion coefficient between undisturbed vertical and horizontal samples exist distinctly below the saturation degree 0.6. When the saturation degree surpasses 0.6, the diffusion coefficients are nearly identical. As to the remolded loess samples, the effect of dry density on the diffusion coefficient mainly exists in the lower saturation degree area. Under the same dry density and moisture content, the unsaturated hydraulic conductivity of the remolded samples is greater than that of the undisturbed samples in the lower saturation degree area, however, in the higher saturation degree area, the unsaturated hydraulic conductivity of the undisturbed samples is greater than that of the remolded samples. The sampling method for the undisturbed loess and the research findings of those tests give some referential values to the same studies.

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期刊信息
  • 《岩土工程学报》
  • 中国科技核心期刊
  • 主管单位:中国科协
  • 主办单位:中国水利学会 中国土木工程学会 中国力学学会 中国建筑学会 中国水力发电工程学会 中国振动工程学会
  • 主编:蔡正银
  • 地址:南京虎踞关34号
  • 邮编:210024
  • 邮箱:ge@nhri.cn
  • 电话:025-85829553 85829534
  • 国际标准刊号:ISSN:1000-4548
  • 国内统一刊号:ISSN:32-1124/TU
  • 邮发代号:28-62
  • 获奖情况:
  • 中国科协二等奖,江苏省首届优秀期刊奖,连续三次被评为核心期刊
  • 国内外数据库收录:
  • 美国化学文摘(网络版),荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:54826