1995
DOI: 10.1061/(asce)0733-9410(1995)121:5(407)
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Geotechnical Properties of Oil-Contaminated Kuwaiti Sand

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Cited by 169 publications
(94 citation statements)
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“…It may be that adding MEG to soil causes reduction in the friction between the particles, facilitating the slippage of the particles which results in reduction of voids between the particles, increase in maximum dry unit weight and decrease in optimum water content. Al-Sanad et al 26 reported similar results for granular soil that was contaminated with 2% crude oil. Hassan et al 16 reported increase in maximum dry unit weight and reduction in optimum water content for a granular soil contaminated with 10% petroleum.…”
Section: Discussionmentioning
confidence: 71%
“…It may be that adding MEG to soil causes reduction in the friction between the particles, facilitating the slippage of the particles which results in reduction of voids between the particles, increase in maximum dry unit weight and decrease in optimum water content. Al-Sanad et al 26 reported similar results for granular soil that was contaminated with 2% crude oil. Hassan et al 16 reported increase in maximum dry unit weight and reduction in optimum water content for a granular soil contaminated with 10% petroleum.…”
Section: Discussionmentioning
confidence: 71%
“…They constitute a significant part of crude oil related liquid pollutants that are generated and discarded into the Nigerian environment annually; and finding a cheap, efficient and environmentally safe application will inevitably reduce pollution. characteristics of Kuwaiti sand at 4% contamination with crude oil, Alsanad et al, [4] ncrease in the soil California Bearing A similar increase with crude oil was also in Nigeria while working on a and sandy-clay soils for which the CBR of contaminated soils were higher than the With respect to used engine oil researchers such as [6 and 7] reported . The former found that for poorly contaminated with used engine oil CBR increased from 0 to 6% attaining a maximum increase at while the later observed the same result for clayey gravel (GC) and clayey sand (SC) with maximum increase at 3% and 6% contamination respectively.…”
Section: Introduction Introduction Introduction Introductionmentioning
confidence: 80%
“…Q[ 'Civ x@ xOwr; |xU=t %|O}rm u=oS=w "|m}R}i xtOkt "1 '|R}J=v Q=Okt x@ xU=t |Q}PBPwiv w Ctw=kt '|Div |oOwr; Cra x@ xm OW xDiQo u}vJty [1] "O@=}|t V}=Ri= |oOwr; R= X=N u= R}t l} =D u; sm = QD C}r@=k w Vy=m |UQQ@`=@W=Q}e |xOwr; |Div |xU=t |m} R}i X=wN R= |[a@ '2001 p=U QO l=N |m}vmDwS |=yQDt= Q=B QO |Div O=wt xD}RwmU}w |W@vH |m =v@UJ Q}F -=D w V}=Ri= = Q xU=t sm = QD C}r@=k '|Div |oOwr; 'xOt; CUOx@ G}=Dv T=U= Q@ "OW xar=]t '2012 p=U QO [2] "OyO|t Vy=m = Q |WQ@ Ctw=kt w |m}rwQO}y C}=Oy C}r@=k w R}tD |xv=OR}Q |=yl=N |wQ |y=oW}=tR; |=yuwtR; R= |a}Uw |xawtHt R}v u; |m}vmDwS X=wN |UQQ@ CyH 's=N Civ R= Cw=iDt |=yOYQO x@ xOwr; w "CU= xOW |UQQ@ l=N X=wN |NQ@ QO |ovym QF= w u=tR QPo Q}F -=D w s=Hv= '|rN=O l=m]Y= |x}w= R 'Civ OYQO V}=Ri= =@ xm CU= xO=O u=Wv xar=]t G}=Dv xm u=vJty "O@=}|t V}=Ri= nQ@QD; OwOL w sm = QD XN=W 'lWN sm = QD |xv}W}@ xwqa "O@=}|t Vy=m |oOv@UJ w C@ w]Q |xv}y@ OYQO 'Civ u= R}t uDiQq=@ =@ |Y=N Q}F -=D |rw 'OwW|t |oOv@UJ QO QDW}@ Vy=m Ea=@ |ovym QF= 'u}= Q@ |OOaDt C=ar=]t 'Q}N= |=yp=U QO [3] …”
mentioning
confidence: 99%