After considering the fill material as saterated soils, then adopting Biot consolidation theory of saturated soils, the developments of self-compression with time, pore-water pressure with time are given.
英
美
- 在將填筑土料近似簡(jiǎn)化為飽和土體的基礎上，利用飽和土的比奧固結理論來(lái)近似估算高填路基非飽和土的自身壓縮變形與時(shí)間、孔隙水壓應力消散與時(shí)間的關(guān)系。
