SDMT-Based Numerical Analyses of Deep Excavation in Soft Soil

Author:

Di Mariano Alessandra1,Amoroso Sara2ORCID,Arroyo Marcos3,Monaco Paola4,Gens Antonio3

Affiliation:

1. Staff Scientist, International Center for Numerical Methods in Engineering, Edifici C1Campus Nord UPCC/ Gran Capitán S/N, 08034 Barcelona, Spain.

2. Researcher, Istituto Nazionale di Geofisica e Vulcanologia, VialeCrispi 43, 67100 L’Aquila, Italy (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Geosciences Division, Universitat Politècnica de Catalunya (UPC), 08031 Barcelona, Spain.

4. Associate Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of L’Aquila, 67100 L’Aquila, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference53 articles.

1. Amoroso S. B. Lehane and M. Fahey. 2013. “G-γ decay curves in sand by seismic dilatometer (SDMT).” In Proc. 4th Int. Conf. on Geotechnical and Geophysical Site Characterization 447–452. London: Taylor & Francis.

2. Examination of the potential of the seismic dilatometer (SDMT) to estimate in situ stiffness decay curves in various soil types;Amoroso S.;Soils Rocks,2014

3. Simulation of cement-improved clay structures with a bonded elasto-plastic model: A practical approach

4. Arroyo M. A. Di Mariano A. Gens E. Alonso A. García Fontanet and J. García Germán. 2007. “Management of third-party risk in an urban deep excavation project.” In Proc. 14th European Conf. on Soil Mechanics and Geotechnical Engineering 527–532. Rotterdam Netherlands: Millpress.

5. Arroyo M. A. Di Mariano P. Monaco M. Devincenzi and N. Pérez. 2008. “SDMT-based deep excavation design.” In Proc. 3rd Int. Conf. on Site Characterization 967–973. London: Taylor & Francis.

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