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Effect of lattice-shaped ground improvement geometry on seismic response of liquefiable soil deposits via 3-D seismic effective stress analysis
Institution:1. Department of Civil and Natural Resources Engineering, University of Canterbury, Private Bag 4800, Christchurch 8020, New Zealand;2. Design Department, Chemical Grouting Co. Ltd, 2-2-5, Toranomon, Minato-ku, Tokyo, Japan;3. Institute of Science and Engineering, Chuo University, 1-13-27, Kasuga, Bunkyo-ku, Tokyo, Japan;4. Department of Civil and Environmental Engineering, Chuo University, 1-13-27, Kasuga, Bunkyo-ku, Tokyo, Japan;1. Civil and Environmental Engineering, Kongju National University, Cheonan-daero, Seobuk-gu, Cheonan, Chungcheongnam-do 31080, Republic of Korea;2. Department of Civil Engineering, Vinh University, Vinh 461010, Viet Nam;1. The University of Auckland, Dept. of Civil and Environmental Engineering, Engineering Block 1 - Bldg 401, 20 Symonds Street, Auckland, 1010, New Zealand;2. Virginia Tech, Dept. of Civil and Environmental Engineering, 120B Patton Hall, Virginia Tech, 750 Drillfield Drive, Blacksburg, VA, 24061, USA
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