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

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半圆凿

Three-Dimensional Centrifuge and Numerical Modeling of Underground Structures Subjected to Normal Fthe free-field fault rupture outcrop is important for the safe design of pile foundations. Identifying the potential damage zone for a tunnel crossing a fault is also crucial. In this paper, three-dimensional centrifuge and numerical modeling of piles and tunnels subjected to normal faulting are rep

APNEA

Liquefaction Mitigation Measures: A Historical Review,problem in 1960s and many mitigation measures have been developed since then. This paper reviews the historical development of this technology up to the present time and classifies them into several categories. Major trend nowadays is the emphasis on ground improvement under existing structures, whi

MITE

Stagger

Cyclic Resistance and Large Deformation Characteristics of Sands Under Sloping Ground Conditions: Inging topics in earthquake geotechnical engineering, due to its complexity and the large number of factors that may affect the liquefaction resistance (e.g., soil density, soil type and fabric, stress conditions, etc.). Very often the use of stress conditions different from simple shear and technica

CAMEO

关节炎

傲慢物

Assessing the Effect of Aging on Soil Liquefaction Resistance, estimating the effect of aging on soil liquefaction resistance. The 12 cases are from Argentina, China, Israel, Lithuania, Republic of Karelia and the USA. The nine relationships for estimating the effect of aging are based on laboratory test results, laboratory and field test results, or field tes

阴谋

Uncertainties in Small-Strain Damping Ratio Evaluation and Their Influence on Seismic Ground Responvior is thus a fundamental aspect, and it should account for the uncertainties associated with the model parameters. In particular, the quantification of the small-strain damping is a critical task, especially in low-to-moderate seismicity areas. In the present paper, the main issues related to the

轻快带来危险

Large Deformation Analysis of Coseismic Landslide Using Material Point Method, estimating seismic landslides have been based on simplified models. Many gaps still remain in the scientific understanding of earthquake-induced landslides, especially the landslide triggering process and post-failure behavior. In this study, a strain-softening fully nonlinear dynamic soil model is