王刚, 许国辉, 刘志钦, 刘会欣, 孙振红. 波致粉质土液化过程中物理力学性态变化试验研究[J]. 海洋地质与第四纪地质, 2017, 37(1): 176-183. DOI: 10.16562/j.cnki.0256-1492.2017.01.021
引用本文: 王刚, 许国辉, 刘志钦, 刘会欣, 孙振红. 波致粉质土液化过程中物理力学性态变化试验研究[J]. 海洋地质与第四纪地质, 2017, 37(1): 176-183. DOI: 10.16562/j.cnki.0256-1492.2017.01.021
WANG Gang, XU Guohui, LIU Zhiqin, LIU Huixin, SUN Zhenhong. EXPERIMENTAL STUDY ON THE PHYSICAL AND MECHANICAL CHARACTERISTICS CHANGES OF WAVE-INDUCED LIQUEFIED SILT[J]. Marine Geology & Quaternary Geology, 2017, 37(1): 176-183. DOI: 10.16562/j.cnki.0256-1492.2017.01.021
Citation: WANG Gang, XU Guohui, LIU Zhiqin, LIU Huixin, SUN Zhenhong. EXPERIMENTAL STUDY ON THE PHYSICAL AND MECHANICAL CHARACTERISTICS CHANGES OF WAVE-INDUCED LIQUEFIED SILT[J]. Marine Geology & Quaternary Geology, 2017, 37(1): 176-183. DOI: 10.16562/j.cnki.0256-1492.2017.01.021

波致粉质土液化过程中物理力学性态变化试验研究

EXPERIMENTAL STUDY ON THE PHYSICAL AND MECHANICAL CHARACTERISTICS CHANGES OF WAVE-INDUCED LIQUEFIED SILT

  • 摘要: 粉质土底床在波浪作用下发生液化,发现有液化发展和液化沉积两个过程。以粉质土铺设底床开展波浪水槽试验,通过测试贯入阻力、含水量、密度、中值粒径和黏粒含量在液化过程中随时间的变化,给出粉质土在液化过程中物理力学性质的变化规律。试验给出:总体上,粉质土底床液化层在液化发展过程中强度急剧降低,含水量增加,密度减小,中值粒径增大,黏粒含量减少;在液化沉积(固结)阶段强度增大,含水量减小,密度增大,中值粒径增大,黏粒含量减少。

     

    Abstract: Silty seabed would liquefy under wave action and this process includes two stages, liquefaction development and liquefaction deposits. In this paper, a wave flume experiment is made on a sediment bed consisting of silty soil for acquiring the data on variation in water content, clay content, median grain size, density and penetration resistance in the process of liquefaction in order to study the physical and mechanical properties changes in the liquefaction process. It is observed that the silty soil liquefaction development process is marked by the decrease in soil strength, soil density, median size and clay content, and increase in water content. During the liquefaction deposits process, however, the soil strength, soil density and median size increase, while the water content and clay content decrease.

     

/

返回文章
返回