摘要
本文通过对各类土工织物在不同垂直压力下的渗透实验，模拟织物在工程中的实际受压状态，提出反映实践的土工织物稳定受压强度及稳定渗透系数两个概念，从而量化了压力对土工织物渗透性能的影响，为工程设计提供准确可靠的依据。
The paper advanced steady pressure (Pw)and steady permeability coefficient (Kw)of the two geotextiles indexes,which reflected engineering practice and imitated loading state of geotextiles by permeability experiment based on different vertical pressures. So the permeability of geotextiles was quantified under the influence of pressure,and it provided exact and reliable basis for engineering design.
出处
《纺织学报》
EI
CAS
CSCD
北大核心
2000年第3期52-55,共4页
Journal of Textile Research
