Experimental study of effective stress response of sand under water wave loading.

E. C. Clukey; F. H. Kulhawy; P. L.F. Liu; B. R. Turcotte

Experimental study of effective stress response of sand under water wave loading.

E. C. Clukey, F. H. Kulhawy, P. L.F. Liu, B. R. Turcotte

Department of Hydraulic and Ocean Engineering

Research output: Contribution to journal › Article › peer-review

Abstract

Describes wave tank studies on the interaction between waves and sediment (e.g. on the sea bed). Pore water pressure transducers measured the hydrodynamic response slightly above the mudline and at different points within the deposit. A diaphragm type stress cell was used to measure total stress in the sand. Details hydrodynamic and soil parameters and describes data analysis prcedures. Results for pore water pressure and effective stress are presented and compared with predictions from a theory (Yamamoto) of sea bed instability. Discusses the discrepancies and considers bulk and shear modulus, horizontal and vertical effective stresses, and the effects of hydraulic anisotropy. (C.J.U.)

Original language	English
Pages (from-to)	413-421
Number of pages	9
Journal	IN: OTC '84 PROC. SIXTEENTH ANNUAL OFFSHORE TECHNOLOGY CONF., (HOUSTON, U.S.A.: MAY 7-9, 1984)
Volume	1 , Dallas, U.S.A., Offshore Technol. Conf., 1984, Paper OTC 4695
Publication status	Published - 1984

All Science Journal Classification (ASJC) codes

General Engineering

Cite this

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title = "Experimental study of effective stress response of sand under water wave loading.",

abstract = "Describes wave tank studies on the interaction between waves and sediment (e.g. on the sea bed). Pore water pressure transducers measured the hydrodynamic response slightly above the mudline and at different points within the deposit. A diaphragm type stress cell was used to measure total stress in the sand. Details hydrodynamic and soil parameters and describes data analysis prcedures. Results for pore water pressure and effective stress are presented and compared with predictions from a theory (Yamamoto) of sea bed instability. Discusses the discrepancies and considers bulk and shear modulus, horizontal and vertical effective stresses, and the effects of hydraulic anisotropy. (C.J.U.)",

author = "Clukey, {E. C.} and Kulhawy, {F. H.} and Liu, {P. L.F.} and Turcotte, {B. R.}",

year = "1984",

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volume = "1 , Dallas, U.S.A., Offshore Technol. Conf., 1984, Paper OTC 4695",

pages = "413--421",

journal = "IN: OTC '84 PROC. SIXTEENTH ANNUAL OFFSHORE TECHNOLOGY CONF., (HOUSTON, U.S.A.: MAY 7-9, 1984)",

}

Experimental study of effective stress response of sand under water wave loading. / Clukey, E. C.; Kulhawy, F. H.; Liu, P. L.F. et al.
In: IN: OTC '84 PROC. SIXTEENTH ANNUAL OFFSHORE TECHNOLOGY CONF., (HOUSTON, U.S.A.: MAY 7-9, 1984), Vol. 1 , Dallas, U.S.A., Offshore Technol. Conf., 1984, Paper OTC 4695, 1984, p. 413-421.

Research output: Contribution to journal › Article › peer-review

TY - JOUR

T1 - Experimental study of effective stress response of sand under water wave loading.

AU - Clukey, E. C.

AU - Kulhawy, F. H.

AU - Liu, P. L.F.

AU - Turcotte, B. R.

PY - 1984

Y1 - 1984

N2 - Describes wave tank studies on the interaction between waves and sediment (e.g. on the sea bed). Pore water pressure transducers measured the hydrodynamic response slightly above the mudline and at different points within the deposit. A diaphragm type stress cell was used to measure total stress in the sand. Details hydrodynamic and soil parameters and describes data analysis prcedures. Results for pore water pressure and effective stress are presented and compared with predictions from a theory (Yamamoto) of sea bed instability. Discusses the discrepancies and considers bulk and shear modulus, horizontal and vertical effective stresses, and the effects of hydraulic anisotropy. (C.J.U.)

AB - Describes wave tank studies on the interaction between waves and sediment (e.g. on the sea bed). Pore water pressure transducers measured the hydrodynamic response slightly above the mudline and at different points within the deposit. A diaphragm type stress cell was used to measure total stress in the sand. Details hydrodynamic and soil parameters and describes data analysis prcedures. Results for pore water pressure and effective stress are presented and compared with predictions from a theory (Yamamoto) of sea bed instability. Discusses the discrepancies and considers bulk and shear modulus, horizontal and vertical effective stresses, and the effects of hydraulic anisotropy. (C.J.U.)

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VL - 1 , Dallas, U.S.A., Offshore Technol. Conf., 1984, Paper OTC 4695

SP - 413

EP - 421

JO - IN: OTC '84 PROC. SIXTEENTH ANNUAL OFFSHORE TECHNOLOGY CONF., (HOUSTON, U.S.A.: MAY 7-9, 1984)

JF - IN: OTC '84 PROC. SIXTEENTH ANNUAL OFFSHORE TECHNOLOGY CONF., (HOUSTON, U.S.A.: MAY 7-9, 1984)

ER -

Experimental study of effective stress response of sand under water wave loading.

Abstract

All Science Journal Classification (ASJC) codes

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