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Mitigation of liquefaction induced lateral spread using jet grout shear walls
(New Zealand Society for Earthquake Engineering, 2020-04-22)
The load transfer mechanism between ground subject to liquefaction induced lateral spreading and jet grout shear walls is complex. The shear walls comprise rows of jet grout columns, constructed in a primary-secondary ...
Simplified design procedures for shear piles subject to liquefaction induced lateral spread with evacuation
(New Zealand Society for Earthquake Engineering, 2020-04-22)
The lateral load transfer between a pile and laterally spreading ground during an earthquake is a complex soil-structure interaction problem given the significant nonlinearity of the stress-strain behaviour of soils during ...