| 000 | 03279nla2a2200469 4500 | ||
|---|---|---|---|
| 001 | 639721 | ||
| 005 | 20231030040328.0 | ||
| 035 | _a(RuTPU)RU\TPU\network\4209 | ||
| 035 | _aRU\TPU\network\4201 | ||
| 090 | _a639721 | ||
| 100 | _a20150320a2015 k y0engy50 ba | ||
| 101 | 0 | _aeng | |
| 105 | _ay z 100zy | ||
| 135 | _adrcn ---uucaa | ||
| 181 | 0 | _ai | |
| 182 | 0 | _ab | |
| 200 | 1 |
_aModeling of tunneling-induced ground surface movement _fL. A. Strokova |
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| 203 |
_aText _celectronic |
||
| 300 | _aTitle screen | ||
| 320 | _a[References: 10 tit.] | ||
| 330 | _aSurface subsidence control during tunnelling in urban areas is required to minimize any disturbance to nearby buildings and services. The main focus of previous studies concerning surface subsidence was basically on empirical solutions derived from field research. The number of analytical studies which have been carried out is not enough because they do not consider complex ground conditions; hence, it is required to model the effect of surface subsidence caused by tunnelling based on comprehensive analytical solution combined with numerical modelling. This paper presents the results of tunneling-induced surface settlement modelling based on finite element method. The effect of the overconsolidation ratio of soils expressed in terms of the coefficient of earth pressure at rest (K0) on surface subsidence caused by tunnelling is investigated. It is demonstrated that value of K0 is an essential factor affecting accuracy of consolidation settlement estimate in overconsolidated clays. | ||
| 333 | _aРежим доступа: по договору с организацией-держателем ресурса | ||
| 461 | 0 |
_0(RuTPU)RU\TPU\network\2499 _tIOP Conference Series: Earth and Environmental Science |
|
| 463 | 0 |
_0(RuTPU)RU\TPU\network\4016 _tVol. 24 : Scientific and Technical Challenges in the Well Drilling Progress, 24–27 November 2014, Tomsk, Russia _o[proceedings] _fNational Research Tomsk Polytechnic University (TPU) _v[012030, 6 p.] _d2015 |
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| 610 | 1 | _aэлектронный ресурс | |
| 610 | 1 | _aтруды учёных ТПУ | |
| 610 | 1 | _aмоделирование | |
| 610 | 1 | _aземля | |
| 610 | 1 | _aдвижение | |
| 610 | 1 | _aпросадки | |
| 610 | 1 | _aтуннелирование | |
| 610 | 1 | _aоседание | |
| 610 | 1 | _aповерхности | |
| 610 | 1 | _aаналитические решения | |
| 610 | 1 | _aчисленное моделирование | |
| 610 | 1 | _aконечные элементы | |
| 610 | 1 | _aпочвы | |
| 700 | 1 |
_aStrokova _bL. A. _cgeologist _cProfessor of Tomsk Polytechnic University, doctor of geological-mineralogical Sciences _f1963- _gLudmila Aleksandrovna _2stltpush _3(RuTPU)RU\TPU\pers\34021 |
|
| 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 _c20170329 _gRCR |
|
| 856 | 4 | _uhttp://dx.doi.org/10.1088/1755-1315/24/1/012030 | |
| 942 | _cCF | ||