Autor: Sivapriya, Vijayasimhan - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Modulus of Laterally Loaded Pile in Cohesionless Slope Crest with Varying Condition
Autorzy:: Sivapriya, Vijayasimhan
Ganesh Kumar, Shanmugam
Powiązania:: https://bibliotekanauki.pl/articles/27314814.pdf
Data publikacji:: 2022
Wydawca:: Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:: pile foundation
soil-structure interaction
lateral load
vertical load
fundament palowy
interakcja gleba-struktura
obciążenie boczne
obciążenie pionowe
Opis:: Soil - structure interaction behaviour of pile foundation is complex for heavier structures which suffer large lateral load due to wind, wave action etc., in addition to the large vertical and oblique load. The parameters involved in determining the lateral capacity of the foundation are its structural geometry, soil properties and ground condition. The behaviour is different for horizontal ground compared to the sloping ground; it is even different under loading and unloading conditions. In this study, the modulus of single pile is studied under various lengths, diameters, slope angles and loading directions. An equation is generated is developed to obtain the modulus with varying length and diameter.
Źródło:: Civil and Environmental Engineering Reports; 2022, 32, 3; 133--142
2080-5187
2450-8594
Pojawia się w:: Civil and Environmental Engineering Reports
Dostawca treści:: Biblioteka Nauki

Artykuł

Skocz do pozycji: 2.

Tytuł:: A preliminary comparative study of seepage behaviour behind retaining walls with crumb rubber and geocomposite
Autorzy:: Sivapriya, Vijayasimhan
Sudharasan, Chinnusamy
Suraj, Ravikumar
Abinaya, Kalyansundaram
Powiązania:: https://bibliotekanauki.pl/articles/396418.pdf
Data publikacji:: 2020
Wydawca:: Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:: crumb rubber
geocomposite
permeability
experimental study
okruchy gumy
geokompozyt
przepuszczalność
badania eksperymentalne
Opis:: A retaining wall is built to provide support to the soil when there is a change in elevation of the ground. Weep holes present in the retaining wall help water to seep through it. Filter protection should be made behind the weep holes to prevent soil erosion around the weep holes. The classic filter material that is widely used is gravel, which is packed according to Hudson’s law. Laboratory experiments were conducted to understand the seepage function of alternative material such as crumb rubber and geocomposite (fabricated) in a homogenous sand layer and in-situ soil. The time taken by the water to reach the weep holes was calculated and compared. From the results, it is suggested to use crumb rubber as an alternative packing material behind the weep hole.
Źródło:: Civil and Environmental Engineering Reports; 2020, 30, 1; 171-184
2080-5187
2450-8594
Pojawia się w:: Civil and Environmental Engineering Reports
Dostawca treści:: Biblioteka Nauki

Artykuł

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