共 50 条
- [42] Correction to: Effect of Soil Improvement Techniques on Increasing the Lateral Resistance of Single Piles in Soft Clay (Numerical Investigation) Geotechnical and Geological Engineering, 2021, 39 : 5425 - 5425
- [44] The analysis of composite foundation with CFG and gravel piles to resist soil liquefaction GEOTECHNICAL ENGINEERING FOR DISASTER MITIGATION AND REHABILITATION, 2008, : 327 - 332
- [45] NUMERICAL AND EXPERIMENTAL STUDY ON THE BEHAVIOR OF PILES SUBJECTED TO LIQUEFACTION-INDUCED LATERAL SPREADING Journal of GeoEngineering, 2024, 19 (01): : 47 - 58
- [47] OBSERVATION AND ANALYSIS OF EARTHQUAKE RESPONSE BEHAVIOR OF FOUNDATION PILES IN SOFT SOIL DEPOSIT. Doboku Gakkai Rombun-Hokokushu/Proceedings of the Japan Society of Civil Engineers, 1985, (362 /I-4): : 417 - 426
- [48] Experimental investigation of piles behavior subjected to lateral soil movement Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers, 2014, 25 (December): : 1827 - 1846
- [50] Effect of lateral soil movement modes on behavior of stabilizing piles Yantu Lixue/Rock and Soil Mechanics, 2012, 33 (09): : 2719 - 2723