共 50 条
- [1] A PRESSURE-DEPENDENT CORRECTION FOR DISPLACEMENT RESULTS FROM 1G MODEL TESTS WITH SAND GEOTECHNIQUE, 1985, 35 (04): : 497 - 510
- [2] Analysis of behavior of slope models for collapsing from stability by shaking table tests under 1G field INTERNATIONAL CONFERENCE ON SUSTAINABLE CIVIL ENGINEERING STRUCTURES AND CONSTRUCTION MATERIALS (SCESCM 2018), 2019, 258
- [6] Maximum width of undercut slope with planes of discontinuity studied by 1g physical models (1) Department of Civil and Environmental Engineering, Tokyo Institute of Technology, 2-12-1, Ookayama, Meguro, Tokyo; 152-8552, Japan; (2) Department of Civil and Earth Resources Engineering, Kyoto University, C1-4-292, Nishikyo-ku, Kyoto; 615-8540, Japan, 1600, Association for Disaster Prevention Research; et al.; Fukuoka Convention and Visitors Bureau; Japan Society for the Promotion of Science - Grant-in-Aid for Publication of Scientific Research Results; Kyushu Regional Planning Association; The Maeda Engineering Foundation (Asian Regional Conference on Soil Mechanics and Geotechnical Engineering):
- [8] Remote sensing of bridge displacement using digital image processing techniques ADVANCED NONDESTRUCTIVE EVALUATION I, PTS 1 AND 2, PROCEEDINGS, 2006, 321-323 : 404 - 409
- [9] Digital image correlation techniques for full-field displacement measurements of micro air vehicle flapping wings Experimental Techniques, 2009, 33 : 53 - 58