Review of geotechnical risks and sustainable strategies for seismic resilience of transportation infrastructure in California

California presents one of the most geotechnically challenging environments for transportation infrastructure in North America. The state’s seismically active setting, combined with its pronounced geological and climatic diversity, gives rise to soil conditions that vary considerably across short distances from saturated alluvial deposits along the coast to expansive clays in the interior valleys and colluvial soils on steep mountain slopes. Yet despite the breadth of site-specific studies on hazards such as liquefaction, differential settlement, and slope failure, a synthesis that connects regional soil variability, hazard mechanics, ground improvement practice, and data-driven design within a single framework has been largely absent from the literature. This paper attempts to address that gap. The review covers the engineering properties and spatial distribution of major California soil types expansive clays, alluvial and estuarine deposits, residual soils, and coastal sediments and traces how each responds to seismic loading. Cyclic soil behavior, liquefaction susceptibility, lateral spreading, and soil–structure interaction are examined in the context of roads, bridges, embankments, and port infrastructure. Foundation distress arising from shrink–swell cycles in semi-arid regions is also considered, alongside erosion and instability risks along vulnerable transportation corridors. The literature search drew on Scopus, Web of Science, Google Scholar, and USGS technical publications. Both established stabilization methods compaction, geosynthetics, lime and cement treatment and newer approaches such as geopolymer binders and bio-mediated precipitation are evaluated for their applicability in seismic contexts. The paper argues that durable, low-carbon ground improvement, guided by site-specific subsurface data and probabilistic hazard assessment, is essential to the long-term reliability of California’s transportation network.

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Publication Details

Journal
Discover Geoscience
Published
2026-07-27
DOI
https://doi.org/10.1007/s44288-026-00652-w
Primary Topic
Infrastructure Resilience and Vulnerability Analysis
Type
article
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article

Review of geotechnical risks and sustainable strategies for seismic resilience of transportation infrastructure in California

Md Saiful Arif Khan, Ripon Hore, Shams Tanvir, Eftyar Ahmed et al.
Discover Geoscience
Infrastructure Resilience and Vulnerability Analysis
article

Review of geotechnical risks and sustainable strategies for seismic resilience of transportation infrastructure in California

Md Saiful Arif Khan, Ripon Hore, Shams Tanvir, Eftyar Ahmed, Md. Farden Ahosan Sakib, Joy Kumar Pandit, Shoma Hore, Mahin Afroz Sinjan, Afm Nurun Nabi
article en

Abstract

California presents one of the most geotechnically challenging environments for transportation infrastructure in North America. The state’s seismically active setting, combined with its pronounced geological and climatic diversity, gives rise to soil conditions that vary considerably across short distances from saturated alluvial deposits along the coast to expansive clays in the interior valleys and colluvial soils on steep mountain slopes. Yet despite the breadth of site-specific studies on hazards such as liquefaction, differential settlement, and slope failure, a synthesis that connects regional soil variability, hazard mechanics, ground improvement practice, and data-driven design within a single framework has been largely absent from the literature. This paper attempts to address that gap. The review covers the engineering properties and spatial distribution of major California soil types expansive clays, alluvial and estuarine deposits, residual soils, and coastal sediments and traces how each responds to seismic loading. Cyclic soil behavior, liquefaction susceptibility, lateral spreading, and soil–structure interaction are examined in the context of roads, bridges, embankments, and port infrastructure. Foundation distress arising from shrink–swell cycles in semi-arid regions is also considered, alongside erosion and instability risks along vulnerable transportation corridors. The literature search drew on Scopus, Web of Science, Google Scholar, and USGS technical publications. Both established stabilization methods compaction, geosynthetics, lime and cement treatment and newer approaches such as geopolymer binders and bio-mediated precipitation are evaluated for their applicability in seismic contexts. The paper argues that durable, low-carbon ground improvement, guided by site-specific subsurface data and probabilistic hazard assessment, is essential to the long-term reliability of California’s transportation network.

Discover GeoscienceVol. 4(1)
University Grants Commission of Bangladesh (BD), Film Independent (US), California State University, Long Beach (US), Primeasia University (BD), East West University (BD)
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Openalex Percentile: Top 14%
Infrastructure Resilience and Vulnerability Analysis
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