International Journal of Civil Engineering and Technology (IJCIET)

Source ID:00000001
Volume 8, Issue 4,April 2017, Pages 1677-1686, Page Count - 10

ANALYSIS OF STRUCTURE WITH THE PILE FOUNDATION ON LOW SAFE BEARING CAPACITY OF SOILS

K. Vasudhar (1) CH. Rama Krishna (2) Afshan sheikh (3)

(1) B.Tech Student, Department of Civil Engineering, K L (Deemed to be University), Green Fields, Vaddeswaram, Guntur District,Andhra Pradesh, India.
(2) B.Tech Student, Department of Civil Engineering, K L (Deemed to be University), Green Fields, Vaddeswaram, Guntur District,Andhra Pradesh, India.
(3) Assistant Professor, Department of Civil Engineering, K L (Deemed to be University), Green Fields, Vaddeswaram, Guntur District,Andhra Pradesh, India.

Manuscript ID:- 00000-60538
Access Type : Open Access
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Cite this article:K. Vasudhar,CH. Rama Krishna,Afshan sheikh,  Analysis Of Structure With The Pile Foundation On Low Safe Bearing Capacity Of Soils, International Journal of Civil Engineering and Technology(IJCIET), 2017, 8(4), PP.1677-1686

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Abstract

India has massive developments, urbanization, housing, communication in last decade. The optimization of cost and saving construction time to complete, are now new aspects which geotechnical engineers are facing. Under consideration are steel and a concrete pile driven into soils generally consisting of silty and clayey fine sand. A normalized capacity-time trend established for the case history is seen to be consistent with the response observed from a wider database of pile tests in clay compiled from the literature. A finite difference program that is especially designed for piles is used. The investigations were carried out by varying the length and diameter of piles in three different kind of clayey soils. The effect of vertical loading is also studied, and the suitable graphs are presented to simplify of pile design procedures in cohesive soils. The second case shows a tendency of increase in pile capacity for pile driven into sandy deposit over a period longer than needed for complete dissipation of excess pore water pressure induced by the driving process.
Author Keywords
Pile; Clay; Broms Method; Lateral Bearing Capacity; Finite Difference Program
Index Keywords
Massive developments Geotechnical engineers Normalized capacity-time Low-rise residential


ISSN Print: 0976-6308 ISSN Online: 0976-6316
Source Type: Journals Document Type: Journal Article
Publication Language: English DOI:
Abbreviated Journal Title: IJCIET Access Type: Open Access
Publisher Name: IAEME Publication Resource Licence: CC BY-NC
Major Subject:Physical Sciences Subject Area classification: Engineering and Technology
Subject area: Civil and Structural Engineering Source: SCOPEDATABASE