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Publications tagged with [pile group]

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<p>This paper uses a hybrid method for analysis and design of slope stabilizing piles that was developed in a preceding paper by the writers. The aim of this paper is to derive insights about the factors influencing the response of piles and pile-groups. Axis-to-axis ...
Reference: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 137, No. 7, July 1, 2011.
Lateral load tests were performed on a full-scale pile cap in clay before and after construction of shallow soilcrete walls produced by soil mixing and jet grouting on either side of the pile cap. This relatively simple approach increased the lateral resistance ...
Reference: GeoFlorida 2010: Advances in Analysis, Modeling & Design GSP199, ASCE
This paper describes a method of conducting rapid lateral loading tests of deep foundations in which the load is applied to the foundation with a time duration of less than one second. For purposes of this paper the loading is applied using a pyrotechnic loading ...
Reference: DFI Journal Volume 1, No. 1, Sep 2007, Deep Foundations Institute, pp. 54-62.
This paper describes within a case history that the appropriate factor of safety does not guarantee acceptable settlements of pile groups.
Reference: Report to UniSoft Ltd, 2002
In certain regions of the world, designing deep foundations to withstand seismic loading is a reality. Seismic loading of structures and foundations reaches its most critical state as a cyclic lateral force. The response of soils and foundations to repetitive ...
Reference: Soil Dynamics and Earthquake Engineering (1998)
A unified design of piles and pile groups is proposed where in capacity, residual compression, negative skin friction and settlement are related.
Reference: Transportation Research Record 1169, 1988
<p>Soil disturbance due to the driving of two groups of 16 concrete piles each in sensitive marine clay was studies on a construction project in eastern Canada. Pore pressures, heave and lateral movement of soil and piles and tests of strength, compressibility ...
Reference: Canadian Geotechnical Journal, Vol. 15, No. 3, pp. 346 - 361