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荆门压实弱膨胀土孔隙比-含水率-吸力特征的滞回效应
  • ISSN号:0559-9350
  • 期刊名称:水利学报
  • 时间:2013.2.2
  • 页码:164-172
  • 分类:TU443[建筑科学—岩土工程;建筑科学—土工工程]
  • 作者机构:[1]信阳师范学院土木工程学院,河南信阳464000
  • 相关基金:国家自然科学基金资助项目(51009118);中国博士后科学基金资助项目(20100470058);河南省教育厅自然科学基础研究计划项目(2011A560009);河南省高等学校青年骨干教师资助计划项目(2008083)
  • 相关项目:水力与力学特性耦合的膨胀土弹塑性本构模型
中文摘要:

为探讨水力路径对膨胀土土水特征与体变特征影响中的滞回效应,以压实度为90%的荆门弱膨胀土为研究对象,采用轴平移技术和等压湿度控制法,开展了控制吸力条件下的脱、吸湿试验,获得了0-391000kPa吸力范围内的孔隙比一含水率一吸力关系的滞回效应规律,结论如下:(1)重力含水率一吸力关系的滞回效应显著。吸力小于10000kPa的区域,脱湿边界线与吸湿边界线间涵盖了较大范围;吸力大于10000kPa的区域,滞回效应弱化。脱湿与吸湿边界线并不平行,前者拐点处的斜率明显大于吸湿边界线的相应值。Fredlund—Xing模型能够很好描述土水特征的脱湿与吸湿边界线。脱、吸湿边界线均可分别通过2个特征点划分为:边界效应区、过渡区与残余区;残余吸力与进水值均可取为359100kPa;进气值为72kPa;出气值为lOkPa。(2)孔隙比一吸力关系呈现出显著的滞回效应。利用3参数指数函数可以很好地分别描述主脱、吸湿路径下的孔隙比一吸力关系。(3)孔隙比一重力含水率关系的滞回效应并不显著。采用2参数指数函数可较好地统一描述不同水力路径下的孔隙比一重力含水率关系。(4)饱和度一吸力关系呈现出显著的滞回效应,其脱、吸湿边界线也可用Fredlund—Xing模型分别描述。(5)体变特征的脱湿速率效应显著。

英文摘要:

The hysteresis effects of hydraulic path on the void ratio-water content-suction behavior of com- pacted expansive soil was investigated experimentally. To this end, a series of suction-controlled drying and wetting tests were carried out on Jingmen compacted expansive soil by both axis translation and isopiestic humidity control techniques, over the range of suction from 0kPa to 391 000kPa. The test results suggest the following observations. (1)Significant hydraulic hysteresis effect on the gravimetric water content-suction relationship is observed, which shows that the main hysteretic loop consists of the main drying and wetting curves surrounds a large area. The main drying curve is not parallel with the main wetting curve, and the slope of the main drying curve at its inflection point is significantly greater than that of the main wetting curve. Each of the two curves can be divided into the boundary-effect zone, transition zone, and residual zone. The residual suction (water-entry value), air-entry and air expulsion values are estimated as 359100 kPa, 72kPa, and 10kPa, respectively. The Fredlund-Xing equation can fit the main drying and wetting curves over the range of suction from OkPa to 106kPa satisfactorily. (2)The hydraulic hysteresis effect is al- so apparent in the void ratio-suction relationship, which can be described by the three-parameters exponen- tial function. (3)The relationship betwee~ the void ratio and gravimetric water content does not display hys- teresis effect, which under either wetting or drying path can be fitted by a two-parameters exponential func- tion. (4) Apparent hysteresis exists in the relationship between the degree of saturation and suction. The main drying and wetting curves denoted the degree of saturation versus suction can be likewise fitted by Fredlund-Xing equation. (5)The drying rate has significant effect on the volume change behavior of the compacted expansive soil.

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期刊信息
  • 《水利学报》
  • 北大核心期刊(2011版)
  • 主管单位:中国科学技术协会
  • 主办单位:中国水利学会 中国大坝工程学会
  • 主编:程晓陶
  • 地址:北京市复兴路甲1号中国水科院A座1117室
  • 邮编:100038
  • 邮箱:slxb@iwhr.com
  • 电话:010-68786221
  • 国际标准刊号:ISSN:0559-9350
  • 国内统一刊号:ISSN:11-1882/TV
  • 邮发代号:2-183
  • 获奖情况:
  • 国内外数据库收录:
  • 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:43715