Creator:

Sivapriya, Vijayasimhan ; Ganesh, Kumar Shanmugam

Contributor:

Kuczyński, Tadeusz - red.

Title:

Modulus of Laterally Loaded Pile in Cohesionless Slope Crest with Varying Condition

Group publication title:

CEER, nr 32, vol. 3 (2022)

Subject and Keywords:

pile foundation ; soil-structure interaction ; lateral load ; vertical load ; fundament palowy ; interakcja gleba-struktura ; obciążenie boczne ; obciążenie pionowe

Abstract:

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.

Description:

tytuł dodatkowy: Prace z Inżynierii Lądowej i Środowiska

Publisher:

Zielona Góra: Oficyna Wydawnicza Uniwersytetu Zielonogórskiego

Date:

2022

Resource Type:

artykuł

Format:

application/pdf

DOI:

10.2478/ceer-2022-0032

Pages:

133-142

Source:

Civil and Environmental Engineering Reports (CEER), no 32, vol. 3

Language:

eng

License CC BY-NC-ND 3.0:

click here to follow the link

Rights:

Biblioteka Uniwersytetu Zielonogórskiego