水利与建筑工程学报
水利與建築工程學報
수리여건축공정학보
TECHNIQUE OF SEEPAGE CONTROL
2013年
3期
36-40
,共5页
泥水盾构%泥膜%超静孔隙水压力%变化模式
泥水盾構%泥膜%超靜孔隙水壓力%變化模式
니수순구%니막%초정공극수압력%변화모식
slurry shield%filter cake%excess pore water pressure%change model
泥水盾构施工是利用压力泥浆支护开挖面稳定,泥浆在渗透过程中在地层中产生的超静孔隙水压力会影响泥浆对地层的支护能力,分析泥膜形成过程中超静孔隙水压力的变化规律,对提高开挖面的稳定有重要意义.在一个能够测量地层中超静孔隙水压力的泥浆渗透装置中,用三种高渗透性地层和五种泥浆展开渗透实验,研究开挖面处超静孔隙水压力的变化规律.结果表明开挖面处超静孔隙水压力变化存在三种模式,而且泥浆有效粒径和地层代表粒径的比值是影响开挖面处超静孔隙水压力变化的主要因素.
泥水盾構施工是利用壓力泥漿支護開挖麵穩定,泥漿在滲透過程中在地層中產生的超靜孔隙水壓力會影響泥漿對地層的支護能力,分析泥膜形成過程中超靜孔隙水壓力的變化規律,對提高開挖麵的穩定有重要意義.在一箇能夠測量地層中超靜孔隙水壓力的泥漿滲透裝置中,用三種高滲透性地層和五種泥漿展開滲透實驗,研究開挖麵處超靜孔隙水壓力的變化規律.結果錶明開挖麵處超靜孔隙水壓力變化存在三種模式,而且泥漿有效粒徑和地層代錶粒徑的比值是影響開挖麵處超靜孔隙水壓力變化的主要因素.
니수순구시공시이용압력니장지호개알면은정,니장재삼투과정중재지층중산생적초정공극수압력회영향니장대지층적지호능력,분석니막형성과정중초정공극수압력적변화규률,대제고개알면적은정유중요의의.재일개능구측량지층중초정공극수압력적니장삼투장치중,용삼충고삼투성지층화오충니장전개삼투실험,연구개알면처초정공극수압력적변화규률.결과표명개알면처초정공극수압력변화존재삼충모식,이차니장유효립경화지층대표립경적비치시영향개알면처초정공극수압력변화적주요인소.
@@@@In the construction of slurry shield ,the working face is supported by pressurized slurry ,and the excess pore water pressure generated when the slurry infiltrates into the stratum could lower the supporting capability of the slurry and affect the stability of the working face .So analyzing the change laws of the excess pore water pressure is of important sig-nificance for improving the stability of the working face .In an infiltration apparatus to be able to measure the excess pore pressure in the stratum ,the infiltration tests are done in three kinds of high permeability strata with five kinds of slurry to study the change laws of the excess pore water pressure during the forming of filter cake .The results indicate that there are three change models of the excess pore pressure in the working face ,and the ratio of the effective grain size of the slurry to the representative diameter of the stratum is the main influence factor to the change of the excess pore pressure .