东南亚岩土工程学会
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作者:H. Soltani-Jigheh , S.N. Tahaei Yaghoubi
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:One of the most useful methods for improving engineering characteristics of soils is soil stabilization by chemical additives like cement, lime and polymer materials. Since polymeric additives are easier to handle, they have been used widely in geotechnical projects in recent yea...
作者:A. Puttiwongrak , N. N. Htwe
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:Over the last decade, landslides triggered by rainfall in Phuket have been a major problem affecting development and tourism. An investigation of areas susceptible to landslides is necessary in order to institute policies to reduce the impact of landslide and to ensure the safety...
作者:Nadia Mezni , Mounir Bouassida
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:Tunis soft clay being known as one of the most problematic soils has poor mechanical characteristics, high compressibility and exhibits fragile shear strength. This paper considers the geotechnical characterization of Tunis soft clay by compiling results from in situ and lab...
作者:M. Kirithika , V.K.Stalin
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:Nanotechnology has been widely used in many applications such as medical, electronics, and robotics also in geotechnical engineering area through stabilization of bore holes, grouting etc. In this paper, an attempt is made for understand the influence of nano copper slag (1%, 2% ...
作者:J. Hamada , K. Yamashita
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:Seismic observations on piled raft foundation subjected to unsymmetrical earth pressure have been conducted just after the 2011 off the Pacific coast of Tohoku Earthquake. The seismically monitored building is a seven-story building with three basement floors, subjected to unsymm...
作者:M. Manzur Rahman , Mohammed K. Islam
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:Based on the destructuring framework proposed by Liu et al. (2015) preceded by the work by Liu and Carter (1999, 2000), the virgin compression destructuring behavior of fifteen natural soil published in various literature over the last seven decades in several locations around th...
作者:Mingyang Zhou , Kwong Soon Wong
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:For construction on peaty ground, shallow peat layer is normally replaced by stiffer soil. The replaced peat may be burned into peat ash to reduce the volume. In this study, the potential of peat ash in improving the shear strength of peat was investigated using unconfined compre...
作者:A.S. Balasubramaniam , E. Oh , G. Chao ...
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:The work presented here relates to the instrumented piles tested in 1969, by the Norwegian Geotechnical Institute (NGI) in loose sand at Holmen, Drammen. The material contained in the first publication, which is an Internal Report F.273.0 of NGI (Balasubramaniam et al., 1969), wa...
作者:Md Shofiqul Islam , Atikur Rahman
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:The slope stability problem of the six (06) locations in the Cox’s Bazar district, Bangladesh were analyzed through laboratory measurement of the engineering properties of the soil samples, tensile strength of roots and numerical modeling using both limit equilibrium and fin...
作者:A.Sridharan , Santhosh Kumar. T.G , Benny Mathews Abraham ...
来源:[J].Geotechnical Engineering Journal of the SEAGS & AGSSEA, 2019, Vol.50 (4)SEAGS
摘要:Measurement of shear strength through a conventional direct box shear test involves the requirement of at least three identical soil specimens. The collection of samples and carrying out a number of tests is very expensive and time consuming. Multistage shear strength test p...

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