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Titlebook: Local Site Effects and Ground Failures; Select Proceedings o T. G. Sitharam,Ravi Jakka,L. Govindaraju Conference proceedings 2021 The Edito

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31#
發(fā)表于 2025-3-26 22:24:00 | 只看該作者
Synthetic Ground Motion Simulation for Varanasi City,s) and old buildings. Being a sacred city, it is not well planned and structured, due to lack of adherence to earthquake-resistant building design philosophies and techniques. Consequently, even a smaller magnitude of an earthquake can cause a considerable loss. The city is also near to Faizabad rid
32#
發(fā)表于 2025-3-27 04:54:38 | 只看該作者
Dynamic Study of Existing Structure Influenced by Adjacent Deep Excavation,cavation made adjacent to structure, the soil below the footings gets disturbed due to the lateral escape/displacement of soil and subsidence of soil, and hence a decrease in the bearing capacity of the soil around it. It is therefore required to assess the impact of construction on the nearby exist
33#
發(fā)表于 2025-3-27 08:00:04 | 只看該作者
34#
發(fā)表于 2025-3-27 12:47:23 | 只看該作者
A Study on Characteristics of Soil Profile of Guwahati City Against Different Ground Motions: 1D Nobari area and Assam Engineering College (AEC) area of Guwahati city. The analysis is done with the help of 23 boreholes using Indo-Burma earthquake, 1997 recorded at Nongpoh station and Indo-Burma earthquake, 1988 recorded at Nongstoin station with duration 52.94?s. These two input motions are furth
35#
發(fā)表于 2025-3-27 15:02:13 | 只看該作者
,One-Dimensional Ground Response Analysis to Arrive at Surface Peak Ground Acceleration—A Case Studyn earthquake excitation. In this study one-dimensional equivalent linear (EL) and nonlinear (NL) GRA was carried out for five boreholes located in Golaghat district of Assam, India. This region falls under highly seismic zone ‘V’. The soil borehole log obtained from standard penetration test (SPT) c
36#
發(fā)表于 2025-3-27 19:05:53 | 只看該作者
37#
發(fā)表于 2025-3-28 00:44:51 | 只看該作者
38#
發(fā)表于 2025-3-28 05:21:25 | 只看該作者
39#
發(fā)表于 2025-3-28 07:30:05 | 只看該作者
Seismic Response of Low Height Embankment over Soft Foundation Clay,of embankment on soft foundation soil under unavoidable circumstances. In addition to the stability under static loading, seismic excitation very often plays a major role in the stability of such an embankment. So, to study the behaviour of such embankment under seismic loading becomes very importan
40#
發(fā)表于 2025-3-28 12:41:09 | 只看該作者
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