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The ground motion records of the three sites are shown in Fig. 2.
However, there is a serious lack of strong motion records of engineering interest in the region.
The strong motion records of K-NET and KiK-net are used.
One is to comprehend the variability of the source parameters by analyzing the ground motion records of past earthquakes.
However, the upper limit represents that obtained from strong motion records of the cracked building (Morales 2000).
Fortunately, strong motion records of the main shock and many small events were obtained at this site.
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Fig. 1 Strong motion record of the mainshock recorded at the USGS KNTNP station in Kathmandu.
The same ground motion record of Imperial Valley-02 1940 was used.
For dynamic analysis, strong motion record of Upland earthquake is used.
We calculated the permanent displacement at Concepción using the strong motion record of the earthquake at station CCSP, which is located approximately 8 km away from CONZ.
For dynamic analysis: once the excavation is complete up to 10 m using soil nail wall a dynamic analysis is also carried by applying strong motion record of Upland earthquake (occurred during 20th Feb 1990 at 3.44 pm in South California).
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