Analysis of earth dams affected by the 2001 Bhuj Earthquake

• Published in: Engineering geology Vol. 80; no. 3; pp. 282 - 291
• Main Authors: Singh, Raghvendra, Roy, Debasis, Jain, Sudhir K.
• Format: Journal Article
• Language: English
• Published: Amsterdam Elsevier B.V 01-08-2005; Elsevier
• Subjects: Applied sciences; Buildings. Public works; Dams and subsidiary installations; Deformation; Earthquake; Embankment dam; Exact sciences and technology; Geotechnics; Hydraulic constructions; Liquefaction; Pseudo-static; Sliding block; Slope stability; Soil mechanics. Rocks mechanics; Asia; India; Embankment dam; Pseudo-static; Deformation; Earthquake; Liquefaction; Slope stability; Sliding block; Earthquake effect; Earth dams; Building performance; Permanent strain; Embankments; Computer program; Sliding contact
• ISSN: 0013-7952; 1872-6917
• DOI: 10.1016/j.enggeo.2005.06.002

An earthquake of magnitude of 7.6 (
M
w 7.6) occurred in Bhuj, India on January 26, 2001. This event inflicted damages of varying extents to a large number of small to moderate size multi-zone earth dams in the vicinity of the epicenter. Some of the distress was due to the liquefaction of saturated alluvium in foundation. Liquefaction was relatively localized for the majority of these dams because the earthquake struck in the middle of a prolonged dry season when the reservoirs behind these dams were nearly empty and shallow alluvium soils underneath the downstream portions of the dams were partly dry. Otherwise, liquefaction of foundation soils would have been more extensive and damage to these dams more significant. Six such dams have been examined in this paper. Four of these facilities, Chang, Shivlakha, Suvi, and Tapar were within the 50 km of epicenter region. These dams underwent free-field ground motion with peak ground accelerations between 0.28
g to 0.52
g. Of these Chang Dam underwent severe slumping, whereas Shivlakha, Suvi, and Tapar Dams were affected severely especially over the upstream sections. Fatehgadh Dam and Kaswati Dam were affected relatively less severely. Foundation conditions underneath these dams were first examined for assessing liquefaction potential. A limited amount of subsurface information available from investigations undertaken prior to the earthquake indicates that, although the foundation soils within the top 2.0 to 2.5 m underneath these dams were susceptible to liquefaction, Bhuj Earthquake did not trigger liquefaction because of lack of saturation of these layers underneath the downstream portions of these dams. These dams were then analyzed using a simple sliding block procedure using appropriate estimates of undrained soil strength parameters. The results of this analysis for these structures were found to be in general agreement with the observed deformation patterns.