Seismic Design of Waste Containment Systems

Kavazanjian, Edward

doi:10.1007/978-3-642-35344-4_15

Cited by 3 publications

(3 citation statements)

References 16 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…There are many methods to determine the shear strength of MSW. Kavazanjian et al provides a detailed assessment and concludes that triaxial compression testing is not an appropriate technique for measuring the shear strength of MSW, using the test results from back calculated case histories and direct shear test, proposed φ=0°with c=24kPa at normal stress below 30kPa and φ=33°with c=0kPa at higher normal stresses [8]. But many of the studies in the literature have used triaxial compression tests also.…”

Section: Fig4 E-lgp Curvementioning

confidence: 99%

Development of a Homogeneous Model Municipal Solid Waste

Peng

Hou

Zhang

et al. 2013

AMR

View full text Add to dashboard Cite

A model waste mixing with kaolin, sand, and peat was developed. The physical properties of the waste were compared with the real municipal solid waste (MSW). The influence of unit weight on compression factor, shear strength, and saturated hydraulic conductivity was acquired. In addition, the homogeneous of the soil model was detected using the IWHR 450g-ton centrifuge and the newly developed centrifuge-robot.

show abstract

Section: Fig4 E-lgp Curvementioning

confidence: 99%

Development of a Homogeneous Model Municipal Solid Waste

Peng

Hou

Zhang

et al. 2013

AMR

View full text Add to dashboard Cite

show abstract

“…In general, DS test has been more widely used, and the parameters obtained in the test have been more frequently used in engineering projects [2]. On the other hand, DSS test are performed only in special situations: when more information related to excess pore pressure are required [3]. The triaxial is the second test more used in geotechnical engineering to obtain resistance parameters.…”

Section: Introductionmentioning

confidence: 99%

Comparison between DS, DSS and Triaxial Resistance Tests in Compacted Tropical Soils in the State of Rio de Janeiro, Brazil

Ramos

Mahler

Jannuzzi

2023

ASRJ

View full text Add to dashboard Cite

Direct shear (DS), Direct simple shear (DSS) and Triaxial tests with controlled shear rates were performed in two soils from the Baixada Fluminense region, in the city of São João do Meriti – Rio de Janeiro, Brazil. The soils in question are deposited on non-compacted soft soil with the addition of Municipal Solid Waste (MSW). Both samples of compacted soil were excavated at a depth of 10.0 m, and undisturbed samples were collected. In both tests, the shear rate of 0.043 mm/min was adopted. The soil at Point 1 was characterized as a clay soil collected in a slope region and the soil at Point 2 is a sand and collected in a central region. The tests presented coherent results with probabilistic accuracy greater than 95% reliability in all three resistance tests.

show abstract

“…"CU= xOW C@F u; ?=DW |=yMU=B xm OW=@ xOW |Ov@Q= R@= uiOt l=N QO |L]U |=ylQD RwQ@ 'uiOt ? }U; QO hQ=aDt |wor= u} QDW}@ |W}=t}B |=y|}=U=vW [8] "Ow@ OII |xR=U |xUOvy QO |D=Q}}eD w |}=yv VWwB TrHv;Tr |x}L=v QO =yuiOt R= |m} QDU; sDU}U xm OyO|t u=Wv xrRrR R= Oa@ 7 |wQ Q@ |D=ar=]t '1997 p=U QO [9] "CU= xOW |yHwDp@=k ? }U; ptLDt xOW s=Hv= 1994 G} QFQwv |xrRrR s=ovy x@ TrHv;Tr QyW |xtwL QO uiOt Qw_vt x@ xRQrR}t |=yuwtR; R= |}xawtHt [11] '2004 p=U QO u}vJty [10] "CU= |W=v Q=oOv=t pmWQ}}eD VQDUo w |m}t=v}O pmWQ}}eD |=yxYNWt |Q}oxR=Ov= C=ar=]t "CU= xOW s=Hv= |QyW`=@W= Q}e |=yxr=@R |m}D=DU= Q=O}=B |Q=PoQ=@ R= |=yxr=@R |m}v=mt w |m} R}i C=YNWt |wQ Q@ R}v [12] '2006 |Qo}O |xOQDUo Q@ |OOaDt C=ar=]t R}v Q}N= |=yp=U QO "CU= xOW s=Hv= |}xRQr \}=QW QO |QyW uiOt Kr=Yt |m}t=v}O |=yQDt= Q=B w [1613] '|m}v=mt w |m} R}i C=YNWt |wQ "CU= xDiQo CQwY [17] 'lR}Qym k=w |=yuiOt xm CU= xOQm xQ=W= [18]…”

mentioning

confidence: 99%

مدل‌سازی میزلرزه برای جداسازی لرزه‌یی مدفن زائده‌های جامد شهری با آسترهای مصنوعی زمینی (مطالعه‌ی موردی:مدفن کهریزک تهران)

میرحاجی¹,

جعفریان²,

بازیار³

et al. 2019

مهندسی عمران

View full text Add to dashboard Cite

CW=OO=} '113105 "X '1/2 |xQ=tW '35 2 |xQwO Research Note |}xRQr |R=U=OH |= Q@ xRQrR}t |R=UpOt |=yQDU; =@ |QyW Ot=H |=yxO= R uiOt %|OQwt |xar=]t |v}tR |awvYt u= QyD lR}Qym uiOt |QDmO |wHWv=O |H=LQ}t O}Lw u=QyD 'C=k}kLD w swra OL=w '|tqU= O=R; x=oWv=O 'u=Qta |UOvyt |xOmWv=O Q=}O=DU= u=} QiaH QU=} xrRrR |UOvyt w |U=vWxrRrR |rrtr=u}@ x=oWywSB 'l}vmDwS |UOvyt |xOmWywSB O=DU= Q=} R=@ uULOtLt CavY w sra x=oWv=O 'u=Qta |UOvyt |xOmWv=O O=DU= |QiaH s_ OtLt xrRrR |UOvyt w |U=vWxrRrR |rrtr=u}@ x=oWywSB 'l}vmDwS |UOvyt |xOmWywSB sDU}U R= sa= '|QyW |xr=@R |=yuiOt |rN=O |=y|}=Hx@=H R= |W=v |}xRQr |=yQ=@ QwmPt |=yxR=U ?}U; Ea=@ Ovv=wD|t lQDWt pwYi w |B 'VWwB sDU}U '|v=DLD QDU; ?PH w |oOvRer sU}v=mt =@ Ovv=wD|t =yxR=U Q} R QO`k=w |rk}Y |awvYt Kr=Yt "OvwW |=y|UQQ@ 'Q[=L |xar=]t QO "OvwW |}xRQr C_=iL Ea=@ =yxrRrR R= xOQ=w |SQv= |}xRQr MU=B |wQ Q@ |m =N uwQO QDU@ |R=U=OH Vkv |@=} RQ= Qw_vtx@ |y=oW}=tR; R} Qm =N |wQ xRQrR}t |=yV}=tR; "Ov=xOW s=Hv= u= QyD lR}Qym |QyW |xr=@R uiOt |Uwv}U |=yl}QLD ZQat QO |w[}@x@W |=yQDU; =@ xOWj}=a |QyW Ot=H |xr=@R ?UL Q@ xOWv=OH w xOW=OH |=yCr=L G}=Dv "Ov=xOW s=Hv= QDU@ QO l}vwtQ=y |=yCmQL w =yR=QD |t=tD QO xm OW xOy=Wt w xU}=kt |}xRQr MU=B w |t=O |}=Hx@=H |x]U=w x@ R} Qm =N pN=O |i}] |=y?=DW 'q=@ COW =@ |OwQw C=mQL , =YwYN '|OwQw |=yQDU; ?U=vt OQ@Q=m 'Q[=L |xar=]t G}=Dv "Ov=xDi=} Vy=m QDU@ |R=U=OH "CU= xO=O u=Wv = Q =yuiOt |}xRQr |R=Usw=kt QO |m}DDvUwS v.mirhaji@srbiau.ac.ir 'QDU@ |R=U=OH '|QyW Ot=H |xr=@R uiOt '|}xRQr MU=B %|O}rm u=oS=w "|t=O |}=Hx@=H '|v}tR |awvYt |=yQDU; xtOkt "1 QO =m} Qt; |xOLDt Cq=}= |=yxt=vu}}; [61] "Ot=Hv=}@ |v}tRQ} R |=y?; |oOwr; x@ R}NxRQr |L=wv QO`k=w xr=@ R |=yuiOt xm Ovm|t K} QYD xr=@ R |=yuiOt |xv}tR |@=} RQ= [7] "Ovvm Ctw=kt xDi=}p=kDv= |=y?=DW Q@=Q@ QO xm OvwW |L=Q] |Qw] O}=@ sDU}U QO xrRrR R= |W=v |WRer |=y|}=Hx@=H OQw; Q@ OvtR=}v xr=@ R |=yuiOt |}xRQr uiOt |oO}O?}U; p}Uv=DB 'xrRrR R= |W=v |t=O |}=Hx@=H xm |}=Hv; R= "CU= |L=Q] QO |O}it XN=W QwmPt |}=Hx@=H =Pr 'OyO|t u=Wv = Q xrRrR |] QO xr=@ R x@ Ovv=wD|t |r=tDL= |=y|oDN}Uo w pY=L |=y|}=Hx@=H "CU=yxR=U R= xvwou}= |WmyR w R=o 'x@= Q}W |Qw;`tH |=ysDU}U =} VWwB OQmrta w Ovv=UQ ?}U; QDU; QO 1 OII uiOt Q}_v 'TrHv;Tr |xk]vt QO =yuiOt |}xRQr MU=B "Ovvm pDNt = Q |}xRQr OQmrta |UQQ@ QO |OvtWRQ= |=yCYQi '1994 G} QFQwv |xrRrR |] &Ow@v |O=}R C}ty= R=L 'xDWPo QO |QyW |xr=@R |=yuiOt |}xRQr OQmrta xm CiQ|t Q=tW x@ |OQmrta |}xrUt u=wvax@ xr=@ R |=yuiOt |Q=O}=B=v = Q} R =yxr=@ R C} Q}Ot xRwQt= "OwW`iQ Q=O}=B |}xUOvy QO xr=@ R |Q=Po|=H =@ CUv=wD|t hrDNt`=wv= 'ut]t uiO Ov}=Qi Q}_v |}=yxv}tR QO xm |}=yCiQW}B OwHw =@ 'CU= xOt; OwHw x@ x@=Q}W |Qw;`tH |=ysDU}U w |v}tR |awvYt |=yQDU; |q=@ |t=O |=y|}=Hx@=H "CU= Q=@ R= |W=v |=ypmWQ}}eD j}kO |@=} RQ= OvtR=}v CU= umtt xm OvwW |@ wr]t=v |=yVw= QD ?Hwt Ovv=wD|t u; |@v=H xwHw =} uiOt pwUt xOvU}wv "1396 3 30 VQ}PB '1396 3 9 x}LqY= '1395 10 15 Ci=} QO %M}Q=D

show abstract

Seismic Design of Waste Containment Systems

Cited by 3 publications

References 16 publications

Development of a Homogeneous Model Municipal Solid Waste

Development of a Homogeneous Model Municipal Solid Waste

Comparison between DS, DSS and Triaxial Resistance Tests in Compacted Tropical Soils in the State of Rio de Janeiro, Brazil

مدل‌سازی میزلرزه برای جداسازی لرزه‌یی مدفن زائده‌های جامد شهری با آسترهای مصنوعی زمینی (مطالعه‌ی موردی:مدفن کهریزک تهران)

Contact Info

Product

Resources

About