تقييم كفاءة اختبار تحميل اللوحة للإجراء القياسي ASTM لأكوام الحجر
الملخص
AbstractThe last studies has been studied a general behavior of stone piles and found that behavior is be very complicated if compare with that of other types of piles. Since the field studies are regarded to be the better way to describe such behavior, by using the ASTM standard procedure. The present paper discusses the efficiency of ASTM standard procedure in case of full-scale tests on stone piles. The field study here included installing observation points on soil surface neighboring pile face.
المراجع
References
Ahmed, A.A. (1998), “Performance of Stone Columns in Soft
Soils “, Ph. D. Thesis, University of Baghdad.
Al-Mosawe,M. J.,Abbas, A. J., and Majeed, A. H.,
(1985),”Prediction of ultimate capacity of a single amd groups of
stone columns” , Iraqi Conference of Engineering ICE 85,Vol. I,
Baghdad.
Al-Obaidy, N.K. (2000), “ Full Scale Tests on Stone Piles”,
M.Sc. Thesis, University of Baghdad.
Al-Recabi, M.K. (1999), “Stabilized Stone Pile in Soft Clay
with New Reinforcement Patterns “, M.Sc. Thesis, University of
Baghdad.
ASTM,”American Society for Testing and Materials”, Part 14
&19,Annual book of ASTM standards.
Bowles, J. E., (1988),”Foundation Analysis and Design”,
McGraw-Hill, NewYork.
Dayte, K. R., and Nagaraju, S. S. (1981), “Design Approach
and field Control for Stone Columns”, Proceedings 10th
International Conference in Soil Mechanics and Foundation
Engineering Stockholm,Sweden,Vol.4,pp. 634-640.
Engelhardt, K. and Golding, H.C. (1975), “Field Testing to
Evaluate Stone Column Performance in a seismic Area”,
Geot.,Vol.XXV, No.1, PP. 61-69.
Goughnour, R. R.,and Bayuk, A. A.,(1979),”A Field Study of
Long Term Settlement of Loads Supported by Stone Columns in
Soft Ground”,R.C. coll. Int. Reinf., No.1,pp. 279-285.
Hughes, J. M. O., Withers, N. J., and Greenwood, D. A., (1975),”A
Field Trail of Reinforcing Effects of Stone Columns in Soil”,
Geotechnique,Vol.25,No.1,March 1975,pp. 31-44.
التنزيلات
منشور
كيفية الاقتباس
إصدار
القسم
الرخصة
الحقوق الفكرية (c) 2023 Nesreen Kurdy Thabbah Al-Obaidy
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