1. 长江科学院 水利部岩土力学与工程重点实验室,武汉,430010
2. 同济大学 岩土及地下工程教育部重点实验室,上海,200092
3. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点试验室,武汉,430071
纸质出版:2011
移动端阅览
王艳丽, 饶锡保, 潘家军, 等. 细粒含量对饱和砂土动孔压演化特性的影响[J]. 土木与环境工程学报(中英文), 2011,33(3):52-56.
WANG Yan-li, RAO Xi bao, PAN Jia jun, et al. Effects of Fines Content on Evolutionary Characteristics of Dynamic Pore Water Pressure of Saturated Sands[J]. Journal of Civil and Environmental Engineering, 2011, 33(3): 52-56.
王艳丽, 饶锡保, 潘家军, 等. 细粒含量对饱和砂土动孔压演化特性的影响[J]. 土木与环境工程学报(中英文), 2011,33(3):52-56. DOI: 10.11835/j.issn.1674-4764.2011.03.010.
WANG Yan-li, RAO Xi bao, PAN Jia jun, et al. Effects of Fines Content on Evolutionary Characteristics of Dynamic Pore Water Pressure of Saturated Sands[J]. Journal of Civil and Environmental Engineering, 2011, 33(3): 52-56. DOI: 10.11835/j.issn.1674-4764.2011.03.010.
利用GDS循环三轴仪
对不同细粒含量砂土进行了不排水动三轴液化试验
并基于Seed孔压应力模型
研究了细粒含量对液化进程中动孔压演化特性的影响.研究结果表明:细粒含量对砂土孔压发展影响较大
其影响主要体现在孔压发展模式参数θ的不同.含细粒砂土中细粒含量与孔压参数θ的关系不是呈单调的线性关系.参数θ先随着细粒含量的增加而减小
并在细粒含量为30%时达到最小值
之后随着细粒含量的增加又逐渐增加
不同的是参数θ在细粒含量超过30%后
其增加的趋势相对平缓.通过对不同细粒含量砂土动孔压演化特性试验研究
更进一步证明了临界含量的存在
试验所用的含细粒砂土
临界细粒含量在30%左右.
With the GDS dynamic triaxial system
undrained dynamic triaxial tests on the saturated sand with different fines content are performed
and the effects of fines content on evolutionary characteristics of dynamic pore water pressure of saturated sands in the process of liquefaction are analyzed based on Seed pore water pressure stress model. It is found that fines content has great effect on the dynamic pore water pressure of saturated sands by the parameter θ for Seed model. The relationship between parameter θ and fines content isnt linear. Parameter θ decreases with the increase of fines content at first
and then reaches its smallest value when the critical value of fines content is 30%. After that
parameter θ increases gradually with the rise of fines content. According to the experimental study on effects of fines content on evolutionary characteristics of dynamic pore water pressure of saturated sands
the existence of critical fines content with 30% is further proved in the sandy soil used in the test.
0
浏览量
1031
下载量
8
CSCD
关联资源
相关文章
相关作者
相关机构
京公网安备11010802024621