1.

Record Nr.

UNINA9911011646703321

Autore

Yang Guangchang

Titolo

Experimental and Theoretical Study on Thermal Consolidation Behavior of Saturated Clay / / by Guangchang Yang, Bing Bai

Pubbl/distr/stampa

Singapore : , : Springer Nature Singapore : , : Imprint : Springer, , 2025

ISBN

981-9669-09-X

Edizione

[1st ed. 2025.]

Descrizione fisica

1 online resource (192 pages)

Altri autori (Persone)

BaiBing

Disciplina

624.151

Soggetti

Geotechnical engineering

Refuse and refuse disposal

Energy policy

Rock mechanics

Soil mechanics

Soil science

Geotechnical Engineering and Applied Earth Sciences

Waste Management/Waste Technology

Disposal Technology and Management

Energy Policy, Economics and Management

Soil and Rock Mechanics

Soil Science

Lingua di pubblicazione

Inglese

Formato

Materiale a stampa

Livello bibliografico

Monografia

Nota di contenuto

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.

Sommario/riassunto

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.