Home > The Journal of JAEE > The Journal of JAEE Vol. 26 (2026) No. 2

The Journal of JAEE Vol. 26 (2026) No. 2

Technical Paper

CAUSES OF LIQUEFACTION DAMAGE ON SIDEWALKS AND DAMAGE REDUCTION EFFECT DUE TO DRAINAGE [Translated paper]
p.2_43-2_54
Hideyuki MANO and Toshiyuki IWAI
Released: May 29, 2026

PDF[3MB]

abstract

Centrifugal model experiments were conducted to investigate the change in pore water pressure after liquefaction under conditions where impermeable roadbeds of different thicknesses were adjacent to each other like a roadway and sidewalk. If the water film formed at the bottom of the impermeable layer during the dissipation process of excess pore water pressure due to liquefaction is continuous between the roadway and sidewalk areas, the water pressure exceeding the overburden pressure may act on the sidewalk area where the impermeable layer is thinner. This water pressure caused the ground surface of the sidewalk area to rise due to heaving. In the case where a drain was installed in the roadbed of the sidewalk area, little uplift of ground occurred.

Technical Report

PEAK FREQUENCY MAP OF MICROTREMOR HORIZONTAL-TO-VERTICAL SPECTRAL RATIOS: A CASE OF COMPARISON WITH THE URBAN GEOLOGICAL MAP OF THE SOUTHEASTERN AREA OF SAITAMA PREFECTURE [Translated paper]
p.2_150-2_172
Ikuo CHO, Shigeki SENNA and Susumu NONOGAKI
Released: May 29, 2026

PDF[3MB]

abstract

We have identified microtremor horizontal-to-vertical spectral ratios (HVSRs) at numerous grid observation points in southeastern area of Saitama Prefecture within a rectangle with side lengths of approximately 35 km, at an average interval of about 1 km for 853 grids. Peak frequencies were read from the obtained HVSRs within a frequency range from 0.5 to 20 Hz, from which their spatial distribution was deduced (i.e., a peak frequency map). When multiple local peaks were observed within the analysis frequency range for reading, the amplitude difference between the peak and the corresponding trough was evaluated. Taking into account this information, we set a peak selection threshold and a weighting criterion and then selected a single peak to read the frequency. The resulting peak frequency map was compared with a pre-existing 3D geological structure model (i.e., the urban geological map, the UGmap) constructed based on numerous borehole data (< 7338 boreholes). They are in good agreement in their topographical and geological distributions. For example, in areas with thick alluvium (> 20 m) in the Arakawa and Nakagawa Lowlands, the peak frequency averaged a low value of 1.3 Hz, whereas in areas without alluvium, the average peak frequency was much higher at 4.7 Hz. The peak frequency of the HVSRs can be considered to be an indicator for quantifying qualitative assessments of ground conditions. The resulting peak frequency maps will be released on the website of the UGmap to enable detailed comparisons with geological distributions. We plan to construct and release similar peak frequency maps for the other regions involved in the UGmap in the future.

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