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Microtremor-based Vs30 Characterization: A Refined Approach for Geoengineering Site Investigations

This study characterizes the subsurface dynamic properties and seismic site conditions of northeastern Tehran using microtremor-based HVSR analysis and numerical inversion, revealing relatively stiff near-surface materials classified as Site Class II while identifying localized low-velocity layers and a bedrock interface at approximately 250 m depth to inform seismic design for urban development.

Original authors: Maysam Abedi, Ahmad Afshar

Published 2026-08-31
📖 6 min read🧠 Deep dive

Original authors: Maysam Abedi, Ahmad Afshar

Original paper licensed under CC BY 4.0 (https://creativecommons.org/licenses/by/4.0/). This is an AI-generated explanation of the paper below. It is not written or endorsed by the authors. For technical accuracy, refer to the original paper. Read full disclaimer

The ground beneath our feet is rarely just dirt or rock; it is a complex, layered system that reacts to the shaking of an earthquake in ways that can make the difference between a building standing firm or collapsing. When seismic waves travel from deep within the Earth toward the surface, they encounter different materials, from loose sand and soft clay to hard, compacted gravel and solid bedrock. These materials act like filters, changing the speed and strength of the shaking. Soft, unconsolidated soils tend to slow down the waves and amplify their motion, much like a jelly wobbling more violently than a block of stone when shaken. This phenomenon, known as local site effect, means that two buildings of identical design, located only a few miles apart, could experience vastly different levels of shaking during the same earthquake depending on the specific soil conditions directly beneath their foundations. To protect cities, engineers need to know exactly how stiff or soft the ground is in the upper layers, a measurement that helps them design structures capable of withstanding the specific rhythm of the earth beneath them.

In a sector of northeastern Tehran, a city built on a vast plain of young river deposits and surrounded by active mountain faults, researchers set out to map these hidden underground conditions without digging a single hole. The team, led by Maysam Abedi and Ahmad Afshar, utilized a technique that listens to the Earth's constant, low-level hum. This hum, known as microtremor, is not caused by earthquakes but by the continuous, gentle vibrations of the planet generated by natural forces like ocean waves and wind, as well as human activity such as traffic and construction. By placing sensitive instruments on the surface to record these vibrations, the scientists could analyze how the ground naturally resonates. Every layer of soil and rock has a specific frequency at which it prefers to vibrate, determined by its thickness and stiffness. When the researchers calculated the ratio of the horizontal shaking to the vertical shaking, they found distinct peaks in the data that revealed the natural rhythm of the soil column at each location.

The study focused on four specific spots in this tectonically active region, where the ground is composed of Quaternary alluvial deposits—sediments carried down from the nearby Alborz Mountains. After recording the ambient noise for about forty minutes at each site, the team processed the data to filter out temporary disturbances like passing trucks or sudden gusts of wind. They found that three of the four stations provided clear, reliable signals, while the fourth was too noisy to interpret, likely due to weather conditions during the recording. The reliable stations showed distinct vibration frequencies: one site vibrated at 0.762 cycles per second, another at 0.301, and the third at 0.258. These numbers are not just abstract data points; they tell a story about the depth and nature of the soil. A higher frequency suggests a thinner or stiffer layer of soil, while a lower frequency indicates a deeper or softer column of sediment. By applying these frequencies to a standard rule of thumb used in structural engineering, the researchers estimated that buildings with approximately 13, 33, and 39 stories, respectively, might be at risk of resonance if their natural swaying period matches the ground's rhythm.

To go deeper than just the surface rhythm, the team used numerical modeling to reverse-engineer the underground structure. They treated the ground as a stack of horizontal layers, each with its own speed of wave travel, density, and thickness, and adjusted these values until the model's predicted vibration matched the actual recordings. This process allowed them to map the subsurface down to a depth of 500 meters. The results painted a picture of a relatively stiff and dense near-surface environment, which is generally favorable for construction. The average speed of shear waves in the top 30 meters, a key metric used by building codes to classify soil, came out to 504, 413, and 488 meters per second for the three reliable stations. These values place the soil in a category often described as "stiff soil" or "rock-like," suggesting that the ground is not the loose, dangerous kind that typically causes the most severe damage during earthquakes.

However, the investigation also uncovered subtle complexities hidden beneath the surface. At two of the locations, the models revealed a layer about 10 to 15 meters thick sitting at a depth of 20 to 30 meters that was slightly less compact than the layers above and below it. This zone of reduced stiffness could be a pocket of looser material or an area influenced by groundwater, though the researchers noted that further testing would be needed to confirm the cause. The models also identified the boundary where the soft sediments meet the solid bedrock at a depth of roughly 250 meters. Just above this bedrock, the data showed a slight drop in the speed of the waves, which might indicate weathering, fracturing, or the presence of water in the rock. While the overall conditions in this part of northeastern Tehran appear geotechnically sound, the study emphasizes that the area is still close to major active faults, including the North Tehran Fault, which lies just to the north.

The findings suggest that while the general soil conditions in this sector are robust enough to support development, the specific details of the underground layers matter significantly for tall structures. The presence of a low-velocity layer at depth and the proximity to active fault lines mean that a "one-size-fits-all" approach to building design would be risky. The researchers recommend that for medium- and high-rise developments in this area, engineers should conduct detailed, site-specific investigations rather than relying solely on broad regional maps. By combining the listening technique used in this study with traditional drilling and testing, planners can better understand the hidden layers that lie beneath the city, ensuring that the next generation of buildings in Tehran is designed to withstand the unique rhythm of the ground it stands upon.

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