Bearing Capacity and Settlement Response of Ordinary and Geosynthetic Encased Granular Columns in Soft Clay Soils: Analysis and Design Charts

2020 ◽  
Author(s):  
Jayapal Jayarajan ◽  
Rajagopal Karpurapu
Keyword(s):  
Bearing Capacity ◽  
Soft Clay ◽  
Clay Soils ◽  
Analysis And Design ◽  
Design Charts

scholarly journals Bearing Capacity of Piled Rafts on Soft Clay Soils

2006 ◽  
Vol 132 (12) ◽  
pp. 1600-1610 ◽  
Author(s):  
Luca de Sanctis ◽  
Alessandro Mandolini
Keyword(s):  
Bearing Capacity ◽  
Soft Clay ◽  
Clay Soils

scholarly journals DESIGN OF SUBSOIL IMPROVEMENT BELOW HALL FLOORS

2017 ◽  
Vol 10 ◽  
pp. 56
Author(s):  
Peter Turček ◽  
Monika Súlovská
Keyword(s):  
Bearing Capacity ◽  
Soft Clay ◽  
Thick Layer ◽  
Soil Improvement ◽  
Stone Columns ◽  
Clay Soils ◽  
Industrial Park ◽  
Construction Site ◽  
Geological Conditions ◽  
The Town

The construction of an industrial park is now being prepared near the town of Nitra. The investor fixed very strict conditions for the bearing capacity and, above all, the settlement of halls and their floors. The geological conditions at the construction site are difficult: there are soft clay soils with high compressibility and low bearing capacity. A detailed analysis of soil improvement was made. Stone columns were prepared to be fitted into an approximately 5 m thick layer of soft clay. The paper shows the main steps used in the design of the stone columns.

Design charts for ultimate bearing capacity of foundations on sand overlying soft clay

1980 ◽  
Vol 17 (2) ◽  
pp. 300-303 ◽  
Author(s):  
A. M. Hanna ◽  
G. G. Meyerhof
Keyword(s):  
Bearing Capacity ◽  
Soft Clay ◽  
Ultimate Bearing Capacity ◽  
Dense Layer ◽  
Previous Theory ◽  
Clay Deposit ◽  
Design Charts

It is often the case that the base of a footing rests in a foundation material consisting of more than one layer. Problems of this type have been under investigation by the authors for the last few years, and the results of these studies were reported for footings on two layers of soil and for footings on three layers of sand. This paper is an attempt to extend the authors' previous theory to cover the case of footings resting on a subsoil consisting of a dense layer of sand overlying a soft clay deposit. The results of this analysis are presented in the form of design charts.

scholarly journals THE ASSESSMENT OF THE POSSIBILITY OF USING STATIC PENETRATION TESTS OF SOIL MATERIALS FOR CALCULATION OF THE BEARING CAPACITY OF INJECTION PILES

2016 ◽  
Vol 4 (1) ◽  
pp. 0-0
Author(s):  
Анатолий Полищук ◽  
Anatoliy Polishchuk ◽  
Александр Тарасов ◽  
Aleksandr Tarasov
Keyword(s):  
Bearing Capacity ◽  
Soft Clay ◽  
Calculated Data ◽  
Pile Foundations ◽  
Clay Soils ◽  
Static Penetration ◽  
Penetration Tests

The article presents evaluation of the possibility of calculating the bearing capacity of the injection of piles in soft clay soils on materials static penetration with the recommendations of the SP 24.13330.2011- "Pile foundations. Updated version of SNiP 2.02.03-85. Also the the experimental and calculated data are compared

The bearing capacity of footings on a sand layer overlying soft clay

Géotechnique ◽  
1997 ◽  
Vol 47 (2) ◽  
pp. 339-345 ◽  
Author(s):  
M. J. Kenny ◽  
K. Z. Andrawes
Keyword(s):  
Bearing Capacity ◽  
Soft Clay ◽  
Sand Layer

Bearing capacity on sand overlying clay soils: a simplified conceptual model

Géotechnique ◽  
2013 ◽  
Vol 63 (15) ◽  
pp. 1285-1297 ◽  
Author(s):  
K.K. LEE ◽  
M.F. RANDOLPH ◽  
M.J. CASSIDY
Keyword(s):  
Bearing Capacity ◽  
Conceptual Model ◽  
Clay Soils
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