LiqNumeric. A GUI-Based MATLAB Code for Estimating the Dynamic Behavior of no Cohesive Soils Under Seismic Excitations

Author:

Edwin Duque,Santiago Quiñones,Jorge Saritama,A. Inaudi José

Publisher

Springer Nature Switzerland

Reference32 articles.

1. Doi, M., Hamada, M.: A summary of case studies on liquefaction-induced ground displacements. In: Proceedings of 4th Japan-U.S. Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, pp. 115–129 (1992)

2. Hamada, M., O’Rourke, T.D., Yoshida, N.: Liquefaction-induced large ground deformation. In: Performance of Ground and Soil Structures During Earthquakes, 13th ICSMFE, pp. 93–108. New Delhi, JSSMFE (1994)

3. Soroush, A., Koohi, S.: Numerical analysis of liquefaction-induced lateral spreading. In: 13th World Conference on Earthquake Engineering (2004)

4. Dinesh, N., Banerjee, S., Rajagopal, K.: Mitigation of soil liquefaction under strip footing by densification: a numerical investigation. Lect. Notes Civil Eng. 56, 99–107 (2020). https://doi.org/10.1007/978-981-15-0890-5_9

5. Alzabeebee, S.: Application of EPR-MOGA in computing the liquefaction-induced settlement of a building subjected to seismic shake. Eng. Comput. , 1–12 (2020). https://doi.org/10.1007/s00366-020-01159-9

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