Sentence examples for subsurface profile from inspiring English sources

Sketch of the HGS cores and subsurface profile.

All sketches of the HGS cores and subsurface profile are shown in Additional file 2: Figure S2.

Open image in new window Fig. 3 Typical subsurface profile of the studied sites and sample numbers.

The sketches were modified after Ishimura et al. (2015), and all sketches of the HGS cores and subsurface profile are shown in Additional file 2: Figure S2.

The sensitivity analysis results indicate that the seismic response of the DGB founded on soil highly depends on the subsurface profile; i.e., each of the LB, BE, and UB subsurface profiles can maximize building seismic response when subjected to FIRS that exhibit high spectral amplifications in the high-frequency range.

A sensitivity analysis is also performed to investigate the subsurface profile effect on the In-Structure (acceleration) Response Spectra (ISRS) of the building when subjected to site-specific Foundation Input Response Spectra (FIRS) that exhibit high spectral amplifications in the high-frequency range.

Target detection is severely deteriorated by high sidelobe level, especially in subsurface profiling application.

Subsurface profiles show gas-related anomalies (blanking and acoustic wipeout) where pockmarks, mud volcanoes/mounds and depressions are located.

Thus, subsurface profiling with GPR is similar in principal to that of seismic exploration except that GPR utilizes EMWs instead of sound waves.

The sensitivity analysis considers three strain-compatible subsurface profiles that represent Lower-Bound (LB), Best-Estimate (BE), and Upper-Bound (UB) conditions at the DGB site.

Tripolyphosphate adsorption presents a challenge to distributing TPP throughout a subsurface soil profile due to impeding TPP transport.