Slope Stability 2000 2000
DOI: 10.1061/40512(289)9
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Shear Strength of Sensitive Clay Slopes in Maine

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Cited by 2 publications
(2 citation statements)
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“…A geotechnical investigation for a new bridge along state highway route 26/100 at the northern portion of Portland, Maine, USA was performed by the University of Maine for the Maine Depart ment of Transportation (Hardison & Landon 2015). The site is located to the east of Interstate I-95 and underlain by sensitive clays of the Pre sumpscot Formation and in close proximity to prior landslides along the Presumpscot River in the community of Westbrook (Devin & Sandford 2000), as shown by Figure 1.…”
Section: Falmouth Bridge Mainementioning
confidence: 99%
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“…A geotechnical investigation for a new bridge along state highway route 26/100 at the northern portion of Portland, Maine, USA was performed by the University of Maine for the Maine Depart ment of Transportation (Hardison & Landon 2015). The site is located to the east of Interstate I-95 and underlain by sensitive clays of the Pre sumpscot Formation and in close proximity to prior landslides along the Presumpscot River in the community of Westbrook (Devin & Sandford 2000), as shown by Figure 1.…”
Section: Falmouth Bridge Mainementioning
confidence: 99%
“…For the landslide investigation near Route 26/100, Devin & Sandford (2000) presented triaxial com pression test data on soft sensitive Presumpscot clay. Figure 8 shows CK 0 UC triaxial stress paths for a NC specimen, indicating a value of f' 1 ¼ 30 � at peak strength, while at later stages of shearing, a value of f' 2 ¼ 30 � is obtained at maximum obliquity (M.O.…”
Section: Friction Angle Of Sensitive Presumpscot Claymentioning
confidence: 99%