INFLUENCE OF THE SATURATION PERCENTAGE OF THE CLAY-BEARING SOIL ON ITS STRESS-STRAIN STATE

The authors propose new analytical and numerical solutions to develop an advanced method of assessment of the stress-strain state of unsaturated clay soils exposed to external loading. The research findings demonstrate that the stress-strain state of the soil exposed to distributed loading in the ha...
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Autor*in:	Ter-Martirosyan Zaven Grigorevich [verfasserIn] Nguyen Huy Hiep Huy Hiep [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch ; Russisch

Erschienen:	2012

Schlagwörter:	excessive pressure soil foundation settlement compressibility base

Übergeordnetes Werk:	In: Vestnik MGSU - Moscow State University of Civil Engineering (MGSU), 2013, (2012), 8, Seite 112-120
Übergeordnetes Werk:	year:2012 ; number:8 ; pages:112-120

Links:	Link aufrufen Link aufrufen Journal toc

Katalog-ID:	DOAJ036404381

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520			\|a The authors propose new analytical and numerical solutions to develop an advanced method of assessment of the stress-strain state of unsaturated clay soils exposed to external loading. The research findings demonstrate that the stress-strain state of the soil exposed to distributed loading in the half-space <i<b </i<= 2<i<a </i<is complex and homogeneous. It depends on the percentage of saturation and on the excessive pore pressure based on the saturation percentage. At the interim stage, when the pore water is squeezed towards drainage borders, the area that has a maximal pore pressure in its centre, travels downwards. Consequently, the alteration of excessive pore pressure in the course of time is dramatic in layers of soil between drainage surfaces. This finding was obtained through the employment of analytical and numerical solutions.
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allfieldsSound	(DE-627)DOAJ036404381 (DE-599)DOAJe0358de2a5724c49a5d6568e8c14e585 DE-627 ger DE-627 rakwb eng rus NA1-9428 HD9715-9717.5 Ter-Martirosyan Zaven Grigorevich verfasserin aut INFLUENCE OF THE SATURATION PERCENTAGE OF THE CLAY-BEARING SOIL ON ITS STRESS-STRAIN STATE 2012 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The authors propose new analytical and numerical solutions to develop an advanced method of assessment of the stress-strain state of unsaturated clay soils exposed to external loading. The research findings demonstrate that the stress-strain state of the soil exposed to distributed loading in the half-space <i<b </i<= 2<i<a </i<is complex and homogeneous. It depends on the percentage of saturation and on the excessive pore pressure based on the saturation percentage. At the interim stage, when the pore water is squeezed towards drainage borders, the area that has a maximal pore pressure in its centre, travels downwards. Consequently, the alteration of excessive pore pressure in the course of time is dramatic in layers of soil between drainage surfaces. This finding was obtained through the employment of analytical and numerical solutions. excessive pressure soil foundation settlement compressibility base Architecture Construction industry Nguyen Huy Hiep Huy Hiep verfasserin aut In Vestnik MGSU Moscow State University of Civil Engineering (MGSU), 2013 (2012), 8, Seite 112-120 (DE-627)792409914 (DE-600)2781261-3 23046600 nnns year:2012 number:8 pages:112-120 https://doaj.org/article/e0358de2a5724c49a5d6568e8c14e585 kostenfrei http://vestnikmgsu.ru/files/archive/issues/2012/8/ru/16.pdf kostenfrei https://doaj.org/toc/1997-0935 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 2012 8 112-120
language	English Russian
source	In Vestnik MGSU (2012), 8, Seite 112-120 year:2012 number:8 pages:112-120
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author	Ter-Martirosyan Zaven Grigorevich
spellingShingle	Ter-Martirosyan Zaven Grigorevich misc NA1-9428 misc HD9715-9717.5 misc excessive pressure misc soil misc foundation misc settlement misc compressibility misc base misc Architecture misc Construction industry INFLUENCE OF THE SATURATION PERCENTAGE OF THE CLAY-BEARING SOIL ON ITS STRESS-STRAIN STATE
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topic_title	NA1-9428 HD9715-9717.5 INFLUENCE OF THE SATURATION PERCENTAGE OF THE CLAY-BEARING SOIL ON ITS STRESS-STRAIN STATE excessive pressure soil foundation settlement compressibility base
topic	misc NA1-9428 misc HD9715-9717.5 misc excessive pressure misc soil misc foundation misc settlement misc compressibility misc base misc Architecture misc Construction industry
topic_unstemmed	misc NA1-9428 misc HD9715-9717.5 misc excessive pressure misc soil misc foundation misc settlement misc compressibility misc base misc Architecture misc Construction industry
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title	INFLUENCE OF THE SATURATION PERCENTAGE OF THE CLAY-BEARING SOIL ON ITS STRESS-STRAIN STATE
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title_full	INFLUENCE OF THE SATURATION PERCENTAGE OF THE CLAY-BEARING SOIL ON ITS STRESS-STRAIN STATE
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title_sort	influence of the saturation percentage of the clay-bearing soil on its stress-strain state
callnumber	NA1-9428
title_auth	INFLUENCE OF THE SATURATION PERCENTAGE OF THE CLAY-BEARING SOIL ON ITS STRESS-STRAIN STATE
abstract	The authors propose new analytical and numerical solutions to develop an advanced method of assessment of the stress-strain state of unsaturated clay soils exposed to external loading. The research findings demonstrate that the stress-strain state of the soil exposed to distributed loading in the half-space <i<b </i<= 2<i<a </i<is complex and homogeneous. It depends on the percentage of saturation and on the excessive pore pressure based on the saturation percentage. At the interim stage, when the pore water is squeezed towards drainage borders, the area that has a maximal pore pressure in its centre, travels downwards. Consequently, the alteration of excessive pore pressure in the course of time is dramatic in layers of soil between drainage surfaces. This finding was obtained through the employment of analytical and numerical solutions.
abstractGer	The authors propose new analytical and numerical solutions to develop an advanced method of assessment of the stress-strain state of unsaturated clay soils exposed to external loading. The research findings demonstrate that the stress-strain state of the soil exposed to distributed loading in the half-space <i<b </i<= 2<i<a </i<is complex and homogeneous. It depends on the percentage of saturation and on the excessive pore pressure based on the saturation percentage. At the interim stage, when the pore water is squeezed towards drainage borders, the area that has a maximal pore pressure in its centre, travels downwards. Consequently, the alteration of excessive pore pressure in the course of time is dramatic in layers of soil between drainage surfaces. This finding was obtained through the employment of analytical and numerical solutions.
abstract_unstemmed	The authors propose new analytical and numerical solutions to develop an advanced method of assessment of the stress-strain state of unsaturated clay soils exposed to external loading. The research findings demonstrate that the stress-strain state of the soil exposed to distributed loading in the half-space <i<b </i<= 2<i<a </i<is complex and homogeneous. It depends on the percentage of saturation and on the excessive pore pressure based on the saturation percentage. At the interim stage, when the pore water is squeezed towards drainage borders, the area that has a maximal pore pressure in its centre, travels downwards. Consequently, the alteration of excessive pore pressure in the course of time is dramatic in layers of soil between drainage surfaces. This finding was obtained through the employment of analytical and numerical solutions.
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title_short	INFLUENCE OF THE SATURATION PERCENTAGE OF THE CLAY-BEARING SOIL ON ITS STRESS-STRAIN STATE
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