2018
DOI: 10.1007/s12665-018-7239-3
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Landfill sites selection through analytical hierarchy process for twin cities of Islamabad and Rawalpindi, Pakistan

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Cited by 23 publications
(19 citation statements)
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“…WSM is a straightforward MCDM method, used for solid waste LFS selection [37,[104][105][106]. This method considers that all factors have equal weight, which is one of its deficiencies [107,108].…”
Section: Weighted Sum Methods (Wsm)mentioning
confidence: 99%
“…WSM is a straightforward MCDM method, used for solid waste LFS selection [37,[104][105][106]. This method considers that all factors have equal weight, which is one of its deficiencies [107,108].…”
Section: Weighted Sum Methods (Wsm)mentioning
confidence: 99%
“…Thus, the slope is a vital economic and technical parameter in landfill site selection. Various slope threshold values have been used to choose a suitable location for the landfill in the literature [24]. Land surface with steep slopes and high elevation is unsuitable for selecting a location for landfill sites [48].…”
Section: Physical Criteriamentioning
confidence: 99%
“…In their study, many criteria including, distance from residential areas, distance from faults, distance from roads, elevation, slope, aspect, geology, distance from surface water, groundwater, land use wise many criteria have been used. Islam et al [24] have applied the AHP-GIS integration to choose suitable landfill sites in Pakistan, Islamabad, and Rawalpindi. Their results indicated that 34% of the study area were unsuitable, and 20% were highly suitable.…”
Section: Introductionmentioning
confidence: 99%
“…Midatana et.al(2018) used the hybrid method of AHP, TOPSIS, and GIS to evalaute and determine the asppropriate location for the construction of industrial centers. Islam et al(2018) used AHP and GIS techniques to determine the disposal municipal solid waste disposal sites in Islamabad and Rawalpindi in Pakistan considering the critera of ground waters, surafe waters, vegetation, soil type, protected areas, roads, slope, residential towns, airports and railways. Mohammed et al (2018) analyzed the appropriate disposal sites for municipal waste using multi-criteria decision-making techniques (weighted liner combination, AHP, and fuzzy logic, and GIS).…”
Section: Introductionmentioning
confidence: 99%
“…Shah & et al (2019),Danesh & et al (2019),Feyzi & et al (2019),Alam & et al (2019),Ghazifard and Mortazavi Chamchali (2019),Abdullah et al(2019), Ebadi Torkayesh et al(2019),Wadhwa (2018),Wichapa & Khokhajaikiat(2018),Midatana et.al(2018,Islam et al(2018,Mohammed et al (2018),Saatsaz et.al (2018),Yousefi & et al (2018),,, Nabi Dar et al(2018),Yildirim et al (2018),Ding & et al (2018),, Syed Ismail(2017), Memarbashi et al (2017), Guler & Yomralıoglu (2017), Chabuk et al (2017), Hariz & et al (2017), Kharat et al (2016), Fagbohun & Aladejana (2016), Chauhan & Singh (2016) Slope C1 Shah & et al (2019),Danesh & et al (2019),Feyzi & et al (2019),Alam & et al (2019), Ghazifard and Mortazavi Chamchali (2019), Abdullah et al(2019), Ebadi Torkayesh et al(2019), Wadhwa (2018), Wichapa & Khokhajaikiat(2018), Midatana et.al(2018,Islam et al(2018), Mohammed et al (2018), Saatsaz et.al (2018), Yousefi & et al (2018), Soroudi & et al (2018), Soroudi et al (2018), Nabi Dar et al (2018), Yildirim et al (2018), Ding & et al (2018), Mohammed et al(2017), Syed Ismail(2017), Memarbashi et al (2017), Guler & Yomralıoglu (2017), Chabuk et al (2017), Hariz & et al (2017), Kharat et al (2016), Fagbohun & Aladejana (2016), Chauhan & Singh (2016) Height C2 Shah & et al (2019),Danesh & et al (2019),Feyzi & et al (2019),Alam & et al (2019), Ghazifard and Mortazavi Chamchali (2019), Abdullah et al(2019), Ebadi Torkayesh et al(2019), Wadhwa (2018), Wichapa & Khokhajaikiat(2018), Midatana et.al(2018,Islam et al(2018), Mohammed et al (2018), Saatsaz et.al (2018), Yousefi & et al (2018), Soroudi & et al (2018), Soroudi et al (2018), Nabi Dar et al (2018), Yildirim et al (2018), Ding & et al (2018), Mohammed et al(2017), Syed Ismail(2017), Memarbashi et al (2017), Guler & Yomralıoglu (2017), Chabuk et al (2017), Hariz & et al (2017), Kharat et al (2016), Fagbohun & Aladejana (2016), Chauhan & Singh (2016) Soil type C3 Shah & et al (2019),Danesh & et al (2019),Feyzi & et al (2019),Alam & et al (2019), Ghazifard and Mortazavi Chamchali (2019), Abdullah et al(2019), Ebadi Torkayesh et al(2019), Wadhwa (2018), Wichapa & Khokhajaikiat(2018), Midatana et.al(2018,Islam et al(2018), Mohammed et al (2018), Saatsaz et.al (2018), Yousefi & et al (2018), Soroudi & et al (2018), Soroudi et al (2018), Nabi Dar et al (2018), Yildirim et al (2018), Ding & et al (2018), Mohammed et al(2017), Syed Ismail(2017), Memarbashi et al (2017), Guler & Yomralıoglu (2017), Chabuk et al (2017), Hariz & et al (2017), Kharat et al (2016), Fagbohun & Aladejana (2016), Chauhan & Singh (2016) Distance from fault C4 Shah & et al (2019),Danesh & et al (2019),Feyzi & et al (2019),Alam & et al (2019), Ghazifard and Mortazavi Chamchali (2019), Abdullah et al(2019), Ebadi Torkayesh et al(2019), Wadhwa (2018), Wichapa & Khokhajaikiat(2018), Midatana et.al(2018,Islam et al(2018), Mohammed et al (2018), Saatsaz et.al (2018), ...…”
mentioning
confidence: 99%