Table 3 The influence of kH on Nsc = Psu/(γB).

From: New failure mechanism for evaluating seismic and static undrained bearing capacity adjacent to 2D slope

Methods

kH

0.1

0.15

0.3

0.35

LB

12.38

11.63

9.483

8.837

UB

12.785

12.01

9.777

9.091

This study

12.45

11.75

9.5

8.9

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