Improved Liquefaction Resistance with Rammed Aggregate Piers Resulting from Increased Earth Pressure Coefficient and Density-Reference-Cited by-同舟云学术

Improved Liquefaction Resistance with Rammed Aggregate Piers Resulting from Increased Earth Pressure Coefficient and Density

Published:2024-06 Issue:6 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Amoroso Sara¹^ORCID,Rollins Kyle M.²^ORCID,Minarelli Luca³^ORCID,Monaco Paola⁴^ORCID,Wissmann Kord J.⁵

Affiliation:

1. Associate Professor, Dept. of Engineering and Geology, Univ. of Chieti-Pescara, Viale Pindaro 42, Pescara 65129, Italy; Research Associate, Istituto Nazionale di Geofisica e Vulcanologia, Roma 1 Section, Viale Crispi, 43, L’Aquila 67100, Italy (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Brigham Young Univ., 430 Engineering Bldg., Provo, UT 84602. ORCID:

3. Research Fellow, Istituto Nazionale di Geofisica e Vulcanologia, Roma 1 Section, Viale Crispi, 43, L’Aquila 67100, Italy. ORCID:

4. Professor, Dept. of Civil, Construction-Architectural and Environmental Engineering, Univ. of L’Aquila, Piazzale Ernesto Pontieri 1—Monteluco di Roio, L’Aquila 67100, Italy. ORCID:

5. President and Chief Engineer, Geopier Foundation Company, 130 Harbour Place Dr., Suite 280, Davidson, NC 28036.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11727

Reference66 articles.

1. Alexander G. J. Arefi and R. M. Geoffrey. 2017. “Performance of a stone column foundation system subjected to severe earthquake shaking.” In Proc. 3rd Int. Conf. on Performance-Based Design in Earthquake Geotechnical Engineering 1–7. London: International Society for Soil Mechanics and Geotechnical Engineering.

2. Blast-induced liquefaction in silty sands for full-scale testing of ground improvement methods: Insights from a multidisciplinary study

3. Comparative Study of CPTU and SDMT in Liquefaction-Prone Silty Sands with Ground Improvement

4. Monitoring Ground Improvement Using the Seismic Dilatometer in Christchurch, New Zealand

5. Amoroso S. K. M. Rollins K. Wissmann and L. Minarelli. 2021. “Estimation of lateral spreading by SPT CPTU and DMT following the 2016 Mw7.8 Ecuador earthquake.” In Proc. 6th Int. Conf. on Geotechnical and Geophysical Site Characterization 1–8. London: International Society for Soil Mechanics and Geotechnical Engineering.

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