installation of a driven pile will generate excess pore pressures in the clay adjacent to the pile. pile capacity mostly depends on the dissipation of the excess pore pressures.
沉桩过程中桩周土体产生超静孔隙水压力,桩承载力的提高很大程度上依赖于超静孔隙水压力的消散。
a new table of axial capacity parameter of driven pile has been compiled.
在此基础上编制了新的打入桩竖向承载力参数表。
time is adopted to analyze excess pore water pressure due to driven pile in clay; and a formula is derived.
引入时间参数分析在粘土中沉桩时所引起的超静孔隙水压力,给出了考虑固结效应的超静孔隙水压力的解。
combining the engineering practice in chaohu jinghu bridge, manual driven pile engineering by railway side and safety protection measures are introduced.