摘要
饱和软黏土地基中静压桩挤土效应是岩土工程中常见的问题。监测土体侧向位移、孔隙压力、地面隆起随压桩过程变化的规律是很多研究者希望实施的计划。在饱和软黏土地基中进行了3根足尺静压桩的压入试验,重点监测了沉桩时的侧向位移随深度和距桩轴不同距离、地面隆起量随桩的贯入深度和距桩轴不同距离、孔隙压力随桩的贯入深度和时间的变化规律,并分析了超静孔隙水压力最大值沿径向和深度的变化特性。由测试结果可知,最大的侧向位移发生在距地表0.75L附近,地面隆起从桩贯入开始迅速发展,并在桩压入到6m左右时达到最大值,测点处超静孔压增量的最大值发生在桩端到达该点所在水平面时,而超孔压的最大值沿径向有滞后性。
Soil compacting effect ofjacked-in pile in the saturated soft clay is a topic of concern in the geotechnical engineering. Monitoring laws of lateral displacement of soil, pore pressure and land upheaval during pile-sinking is a project that a lot of researchers hope to implement. In this research, three full scale jacked-in piles are penetrated into the saturated soft clay and mostly studied by monitoring the law of lateral displacement with depth and radial distance to pile-sinking, the law of land upheaval with depth of penetration and radial distance to pile-sinking, and the law of pore pressure with penetration depth and time. Characteristics of maximum excess pore water pressure with radial distance and depth are also analyzed. From this test results, it is obtained that the maximum lateral displacement occurs at a depth of about 0.75L; land upheaval build up rapidly and reach the maximum when the pile tip arrive at depth of about 6 m; and the increment.of excess pore water pressure reaches the maximum when the pile tip arrive at the piezometer level; while the maximum excess pore pressure presents a hysteresis quality with radial distance.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2009年第11期3291-3296,共6页
Rock and Soil Mechanics
关键词
饱和软黏土
足尺静压桩
挤土效应
侧向位移
地面隆起
孔隙压力
saturated soft clay
full scale jacked-in pile
soil compacting effect
lateral displacement
land upheaval
pore pressure
