Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems

O. C. Zienkiewicz; Y. M. Xie; B. A. Schrefler; A. Ledesma; N. Bicanic

Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems

O. C. Zienkiewicz, Y. M. Xie, B. A. Schrefler, A. Ledesma, N. Bicanic

Houston Methodist

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164 Scopus citations

Abstract

Negative pore pressures existing in semi-saturated conditions provide a substantial "cohesion' of the soil. This cohesion is of importance in the dynamic response of embankments and dams. The paper extends the formulation presented in part I to problems of semi-saturated behaviour with the assumption of free air ingress. An approximate reconstruction of the failure of the lower San Fernando dam during the 1971 earthquake is presented. -Authors

Original language	English (US)
Title of host publication	Proceedings - Royal Society of London, A
Pages	311-321
Number of pages	11
Volume	429
Edition	1877
State	Published - 1990

ASJC Scopus subject areas

General Earth and Planetary Sciences
General Environmental Science

Cite this

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title = "Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems",

abstract = "Negative pore pressures existing in semi-saturated conditions provide a substantial {"}cohesion' of the soil. This cohesion is of importance in the dynamic response of embankments and dams. The paper extends the formulation presented in part I to problems of semi-saturated behaviour with the assumption of free air ingress. An approximate reconstruction of the failure of the lower San Fernando dam during the 1971 earthquake is presented. -Authors",

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T1 - Static and dynamic behaviour of soils

T2 - a rational approach to quantitative solutions. II. Semi-saturated problems

AU - Zienkiewicz, O. C.

AU - Xie, Y. M.

AU - Schrefler, B. A.

AU - Ledesma, A.

AU - Bicanic, N.

PY - 1990

Y1 - 1990

N2 - Negative pore pressures existing in semi-saturated conditions provide a substantial "cohesion' of the soil. This cohesion is of importance in the dynamic response of embankments and dams. The paper extends the formulation presented in part I to problems of semi-saturated behaviour with the assumption of free air ingress. An approximate reconstruction of the failure of the lower San Fernando dam during the 1971 earthquake is presented. -Authors

AB - Negative pore pressures existing in semi-saturated conditions provide a substantial "cohesion' of the soil. This cohesion is of importance in the dynamic response of embankments and dams. The paper extends the formulation presented in part I to problems of semi-saturated behaviour with the assumption of free air ingress. An approximate reconstruction of the failure of the lower San Fernando dam during the 1971 earthquake is presented. -Authors

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M3 - Chapter

AN - SCOPUS:0025590118

VL - 429

SP - 311

EP - 321

BT - Proceedings - Royal Society of London, A

ER -

Static and dynamic behaviour of soils: a rational approach to quantitative solutions. II. Semi-saturated problems

Abstract

ASJC Scopus subject areas

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