东南亚岩土工程学会
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作者:H.G. Poulos , H.S.W. Chow , J.C. Small
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:Barrettes having rectangular cross-sections can be analysed using finite elements, but this requires a three-dimensional non-linear computation which can be time consuming. Therefore, in this paper, the use of simple means of analysis based on conventional piles of circular cross...
作者:G. Russo , R.M.S. Maiorano , G. Marone
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:The use of pile foundations as heat exchangers in combination with heat pump conditioning systems are becoming increasingly popular. Quite a large number of small scale laboratory tests and field scale experiments are available and allow to gain an insight in the mechanisms ...
作者:K. Yamashita , T. Tanikawa , A. Uchida
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:This paper offers a case history of a friction piled raft, supporting a four-story parking garage on reclaimed land. The subsoil consists of filled sand and alluvial loose sand which have the potential for liquefaction. Hence, grid-form cement deep mixing walls were employed as a...
作者:Q.J. Ong , S.A. Tan
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:Load-movement t-z and q-z functions have been established and widely accepted as a tool to characterise pile shaft and toe resistances respectively. The functions are best used to represent a short element along the pile. But the question remains whether these functions depend on...
作者:A. Mandolini , R. Di Laora
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:This work is aimed at furnishing an experimental support to the design of axially-loaded piles, taking advantage of an extensive database of pile load tests carried out in different sites nearby Napoli, in South Italy. Experimental data consist of nearly 400 full-scale pile load ...
作者:K. R. Massarsch , C. Wersäll
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:Vibrators are used increasingly in the foundation industry, primarily for installation of piles and sheet piles, but also for deep vibratory compaction. Fundamentals of vibratory driving are described that make it possible to choose vibrator performance parameters based on f...
作者:Phung Duc Long , B. William Cheang
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:Static loading test on single piles for verification is commonly required, yet very expensive and difficult to perform, especially for the large-diameter bored piles. The bidirectional test, also-called Osterberg cell test, is nowadays very common in Vietnam. The Finite Element M...
作者:Bengt H. Fellenius , Ba N. Nguyen
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:Static loading tests on piles are arranged in many different ways ranging from quick tests to slow test, from constant-rate-of-penetration to maintained load, from straight loading to cyclic loading, to mention just a few basic differences. Frequently, the testing schedule i...
作者:Hai M.N. , Anand J.P. , Long D.P. ...
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:In recent years, the post shaft-grouting technique has been used prevailingly for improving the drilled shaft bearing capacity of the high-rise building foundation projects in Mekong River basin of Vietnam. However, the effectiveness of the post shaft-grouting works for the drill...
作者:K. Watanabe , T. Sudo
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (3)SEAGS
摘要:In recent years, the height and weight of buildings have increased; a trend noticeable especially in the central urban areas of Japan. Additionally, overturning moments from earthquakes and wind loads cause tensile and compressive forces to occur in pile and wall foundations. The...

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