نتایج جستجو برای: One Dimensional Consolidation

تعداد نتایج: 2308275  

Journal: :civil engineering infrastructures journal 0
seyed esmaeil mousavi civil engineering department, college of engineering, universiti tenaga nasional, ikram-uniten road, 43000 kajang, selangor, malaysia leong sing - wong college of graduate studies, universiti tenaga nasional, ikram-uniten road, 43000 kajang, selangor, malaysia

the present paper investigates the influence of stabilization with cement, peat ash, and silica sand on permeability coefficient (kv) of compacted clay, using a novel approach to stabilize the clay with peat ash as a supplementary material of cement in the compacted and stabilized soil. in order to assess the mentioned influence, test specimens of both untreated and stabilized soil have been te...

Journal: :Journal of the mechanical behavior of materials 2022

Abstract Many empirical equations have been proposed in the past to predict parameters of one-dimensional normal consolidation line (1D-NCL) for soils. However, applications these are limited specific range pressure and plasticity General 1D-NCL large soils presented this study. It is assumed that has up three slopes start at different stresses depending on liquid limit (LL) The 59 a LL (19–520...

Journal: :international journal of civil engineering 0
e. lotfi school of engineering, kharazmi university, p.o.box 15614, tehran, iran s. delfan school of engineering, kharazmi university, p.o.box 15614, tehran, iran a. hamidi school of engineering, kharazmi university, p.o.box 15614, tehran, iran h. shahir school of engineering, kharazmi university, p.o.box 15614, tehran, iran gh. fardi school of engineering, kharazmi university, p.o.box 15614, tehran, iran

in saturated soils, heating induces thermal expansion of both grains and the pore fluid. lower thermal expansion coefficient of aggregates results in the increase of pore pressure and reduction of the effective stress besides subsequent volume changes due to the dissipation of pore pressure and heat transfer. dissipation of thermally induced pore pressure with time is a coupled thermo-hydro-mec...

Journal: :Transactions of the Japan Society of Civil Engineers 1968

Journal: :Journal of Rock Mechanics and Geotechnical Engineering 2021

نمودار تعداد نتایج جستجو در هر سال

با کلیک روی نمودار نتایج را به سال انتشار فیلتر کنید