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Titlebook: Latest Developments in Geotechnical Earthquake Engineering and Soil Dynamics; T.G. Sitharam,Ravi Jakka,Sreevalsa Kolathayar Book 2021 Indi

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11#
發(fā)表于 2025-3-23 12:25:18 | 只看該作者
The State of Art on Equivalent State Theory for Silty Sands,nerally, follows an increase in contractive tendency in their stress–strain behaviors. While keeping the same ., fines act as a filler between sand particles, reducing its force resisting skeleton structure up to threshold . (.). Thus, for sand with a range of ., . loses its credibility as one of th
12#
發(fā)表于 2025-3-23 14:56:07 | 只看該作者
Forensic Evaluation of Long-Distance Flow in Gently Sloped Ground During the 2018 Sulawesi Earthqua earthquake was triggered by the left lateral Palu–Koro fault at a shallow hypocentral depth of 20?km. The event resulted in major geotechnical failures and structural damages in Palu city and Sigi Regency, causing thousands of deaths and injuries to more. Areas such as Balaroa, Petobo, Jono Oge and
13#
發(fā)表于 2025-3-23 18:29:17 | 只看該作者
Empirical Predictions of Fourier Amplitude and Phase Spectra Including Local Site Effects for Simulstrong motion accelerograms recorded in western Himalayan region. Prediction relations are also developed for the equivalent group velocity values due to various types of waves at each Fourier frequency using two horizontal components of a subset of 182 digital accelerograms. The group velocity valu
14#
發(fā)表于 2025-3-23 22:48:26 | 只看該作者
,Regional–Local Hybrid Seismic Hazard and Disaster Modeling of the Five Tectonic Province Ensemble C Darjeeling-Sikkim Himalaya to Northeast India including Bhutan in ‘High’ to ‘Severe’ Risk, thus rendering it a model case study for site-specific seismic hazard study based on an enriched surface and in-situ downhole geotechnical and geophysical database with a new regional fifth degree nonlinear p
15#
發(fā)表于 2025-3-24 03:38:08 | 只看該作者
16#
發(fā)表于 2025-3-24 07:11:50 | 只看該作者
17#
發(fā)表于 2025-3-24 13:43:30 | 只看該作者
18#
發(fā)表于 2025-3-24 18:14:45 | 只看該作者
,Seismic Stability of Slopes Reinforced with Micropiles—A Numerical Study,) approach. The stability of the slope is evaluated using the limit equilibrium method considering .-. soil. The study is performed by assuming a circular slip surface passing through the toe of the slope. The effect of various parameters such as horizontal (.) and vertical (.) seismic acceleration
19#
發(fā)表于 2025-3-24 20:40:18 | 只看該作者
20#
發(fā)表于 2025-3-25 02:57:16 | 只看該作者
Technical Institute, which offered specialist courses in radiotechnics. The following year, he attended lectures on physico-mathematics at the Moscow State University. In 1924 he was appointed assistant at the State Educational Institute in Moscow, where he taught Mechanics and Theoretical Physics.
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