Titlebook: Dynamics of Soil and Modelling of Geotechnical Problems; Proceedings of India C. N. V. Satyanarayana Reddy,A. Murali Krishna,Nee Conference

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978-981-16-5607-1The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor

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The Monopoly of the Two Major Partiesres when they are resting on sloping ground, the conventional analysis of laterally loaded piles proves to be ineffective in estimating the behavior of the piles accurately. The current study deals with finite element analysis of single pile and pile groups in sloping ground subjected to lateral loa

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https://doi.org/10.1007/978-1-349-03106-1n hilly terrains. Conventional earth pressure theories such as Coulomb or Rankine’s theory assume that the backfill is sufficiently wide to allow full development of the failure plane. These theories tend to over-estimate the lateral earth pressures for narrow backfills. In the present study, a labo

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Turning eccentrics. (Figure 5.1)s and density of geofoam for different heights of wall and backfill conditions. In case of walls to be designed for at-rest conditions, for locations such as abutment of bridges, culverts, box culverts and basement walls, implementing the controlled yielding technique could substantially minimize la

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https://doi.org/10.1007/978-1-349-03128-3 of the structure. Hence, providing the same parameter of pile for that structure becomes uneconomical. The present work tries to study the effect of the piled raft with varying pile length and varying pile diameter considering two different types of loading relating to shallow portion and tower are