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Experimental and theoretical study on thermal consolidation behavior of saturated clay

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Experimental and theoretical study on thermal consolidation behavior of saturated clay/ by Guangchang Yang, Bing Bai.
作者:	Yang, Guangchang.
其他作者:	Bai, Bing.
出版者:	Singapore :Springer Nature Singapore : : 2025.,
面頁冊數:	viii, 201 p. :ill., digital ;24 cm.
內容註:	Introduction -- Experimental study on thermal consolidation behavior of saturated silty clay under non isothermal conditions -- Thermal consolidation behavior of saturated clay induced by multistage heating and cooling processes -- Thermal consolidation behavior of saturated clay under cyclic temperature loading -- Thermal consolidation tests on saturated clay subjected to thermal loading on inner and outer surfaces of hollow cylindrical specimens -- Thermal consolidation of saturated silty clay considering overconsolidation effect with different heating-cooling paths.-Thermal consolidation model of saturated clay based on thermoelastic theory -- Thermo-hydro-mechanical model for unsaturated clay soils based on granular solid hydrodynamics theory -- Conclusion.
Contained By:	Springer Nature eBook
標題:	Clay soils - Thermal properties. -
電子資源:	https://doi.org/10.1007/978-981-96-6909-7
ISBN:	9789819669097

Experimental and theoretical study on thermal consolidation behavior of saturated clay
Yang, Guangchang.

Experimental and theoretical study on thermal consolidation behavior of saturated clay[electronic resource] /by Guangchang Yang, Bing Bai. - Singapore :Springer Nature Singapore :2025. - viii, 201 p. :ill., digital ;24 cm.

Introduction -- Experimental study on thermal consolidation behavior of saturated silty clay under non isothermal conditions -- Thermal consolidation behavior of saturated clay induced by multistage heating and cooling processes -- Thermal consolidation behavior of saturated clay under cyclic temperature loading -- Thermal consolidation tests on saturated clay subjected to thermal loading on inner and outer surfaces of hollow cylindrical specimens -- Thermal consolidation of saturated silty clay considering overconsolidation effect with different heating-cooling paths.-Thermal consolidation model of saturated clay based on thermoelastic theory -- Thermo-hydro-mechanical model for unsaturated clay soils based on granular solid hydrodynamics theory -- Conclusion.

This book presents a detailed study of the thermal consolidation behavior of saturated clay from experimental and theoretical aspects, analyzes the thermal consolidation response of saturated clay under the influence of different drainage conditions, confining pressures, temperature paths, and over-consolidation ratios, and carries out theoretical modelling of thermal consolidation based on thermoelasticity theory. The study of thermodynamic properties of clayey soils under temperature load has a wide range of applications in the fields of geothermal resource development, thermal energy storage, and nuclear waste disposal. This book provides an in-depth analysis of the thermal consolidation properties of saturated clay through systematic experimental studies and meticulous theoretical modelling. The relevant experimental results and theoretical analysis methods can provide valuable references for the study of soil thermal properties. This book is intended for graduate students and researchers in related fields such as geotechnical engineering, environmental engineering, soil science, as well as design engineers.

ISBN: 9789819669097

Standard No.: 10.1007/978-981-96-6909-7doiSubjects--Topical Terms:

3789444
Clay soils
--Thermal properties.

LC Class. No.: S592.367

Dewey Class. No.: 620.1910421

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505 0 $a Introduction -- Experimental study on thermal consolidation behavior of saturated silty clay under non isothermal conditions -- Thermal consolidation behavior of saturated clay induced by multistage heating and cooling processes -- Thermal consolidation behavior of saturated clay under cyclic temperature loading -- Thermal consolidation tests on saturated clay subjected to thermal loading on inner and outer surfaces of hollow cylindrical specimens -- Thermal consolidation of saturated silty clay considering overconsolidation effect with different heating-cooling paths.-Thermal consolidation model of saturated clay based on thermoelastic theory -- Thermo-hydro-mechanical model for unsaturated clay soils based on granular solid hydrodynamics theory -- Conclusion.
520 $a This book presents a detailed study of the thermal consolidation behavior of saturated clay from experimental and theoretical aspects, analyzes the thermal consolidation response of saturated clay under the influence of different drainage conditions, confining pressures, temperature paths, and over-consolidation ratios, and carries out theoretical modelling of thermal consolidation based on thermoelasticity theory. The study of thermodynamic properties of clayey soils under temperature load has a wide range of applications in the fields of geothermal resource development, thermal energy storage, and nuclear waste disposal. This book provides an in-depth analysis of the thermal consolidation properties of saturated clay through systematic experimental studies and meticulous theoretical modelling. The relevant experimental results and theoretical analysis methods can provide valuable references for the study of soil thermal properties. This book is intended for graduate students and researchers in related fields such as geotechnical engineering, environmental engineering, soil science, as well as design engineers.
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