| 000 | 03180nlm1a2200313 4500 | ||
|---|---|---|---|
| 001 | 643157 | ||
| 005 | 20231030040528.0 | ||
| 035 | _a(RuTPU)RU\TPU\network\8145 | ||
| 090 | _a643157 | ||
| 100 | _a20150831d2015 k y0engy50 ba | ||
| 101 | 0 | _aeng | |
| 135 | _adrcn ---uucaa | ||
| 181 | 0 | _ai | |
| 182 | 0 | _ab | |
| 200 | 1 |
_aGeotechnical aspects of flood plain deposits in south east Aswan City, Egypt _fA. A. El-Shinawi, O. S. Naymushina |
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| 203 |
_aText _celectronic |
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| 300 | _aTitle screen | ||
| 320 | _a[References: р. 3496-3497 (24 tit.)] | ||
| 330 | _aGeotechnical aspects of the Flood plain deposits in south east Aswan City were investigated to evaluate their geotechnical behaviour. Flood plain deposits in the study area composed of soft soils which are difficult to both sample and test. The paper describes some geotechnical properties of these soft soils which representing the foundation bed for engineering constructions in south east Aswan City. Laboratory tests were carried out to assess the physical and mechanical properties of the soils. Different types of soft soils were detected by drilling six boreholes all over the studied zones including friable clays, clayey sand with remains of calcareous materials and well graded sand with gravel. The particle size distribution classified samples as clayey sand (SC) and well graded sand (SW). The investigated soil samples which were tested have low to medium water content and the water content were increased with increase the depth. Also the friable clay had low density and classified as loose soil, while well graded sand and clayey sand had medium to high density values and classified as medium to high dense soil. The unconfined compressive strength showed promising values in range of 1.86 - 22.1Mpa. Shear characteristics of the fine grained soils (friable clay) possessed the lowest peak friction angle (17?), while the medium to coarse grained sands had the highest peak friction angle (25?). Clay samples displayed moderate swelling pressure, in the vicinity of 16kg/cm2, pointing to less probability for various problematic situations during and after constructing processes. The extracted water from soil samples under investigation showed not aggressive manner. | ||
| 461 |
_tARPN Journal of Engineering and Applied Sciences _d2006- |
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| 463 |
_tVol. 10, № 8 _v[P. 3490-3497] _d2015 |
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| 610 | 1 | _aэлектронный ресурс | |
| 610 | 1 | _aтруды учёных ТПУ | |
| 700 | 1 |
_aEl-Shinawi _bA. A. |
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| 701 | 1 |
_aNaymushina _bO. S. _chydrogeologist _cassistant of Tomsk Polytechnic University _f1982- _gOlga Sergeevna _2stltpush _3(RuTPU)RU\TPU\pers\32827 |
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| 712 | 0 | 2 |
_aНациональный исследовательский Томский политехнический университет (ТПУ) _bИнститут природных ресурсов (ИПР) _bКафедра гидрогеологии, инженерной геологии и гидрогеоэкологии (ГИГЭ) _h100 _2stltpush _3(RuTPU)RU\TPU\col\18664 |
| 801 | 2 |
_aRU _b63413507 _c20171211 _gRCR |
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| 856 | 4 | _uhttp://www.arpnjournals.com/jeas/research_papers/rp_2015/jeas_0515_1950.pdf | |
| 942 | _cCF | ||