Numerical Modeling of Soil Constitutive Relationship
Autor Qingyang Ren, Jianting Zhouen Limba Engleză Paperback – 2 sep 2022
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Specificații
ISBN-13: 9789811632334
ISBN-10: 9811632332
Pagini: 185
Ilustrații: XVI, 185 p. 84 illus., 22 illus. in color.
Dimensiuni: 155 x 235 mm
Greutate: 0.29 kg
Ediția:1st ed. 2021
Editura: Springer Nature Singapore
Colecția Springer
Locul publicării:Singapore, Singapore
ISBN-10: 9811632332
Pagini: 185
Ilustrații: XVI, 185 p. 84 illus., 22 illus. in color.
Dimensiuni: 155 x 235 mm
Greutate: 0.29 kg
Ediția:1st ed. 2021
Editura: Springer Nature Singapore
Colecția Springer
Locul publicării:Singapore, Singapore
Cuprins
Introduction.- The constitutive relationship of rock and soil and its influencing factors.- Numerical Modeling Methods.- Triaxial test and numerical modeling of expansive soil.- Soil triaxial test and numerical modeling.- Triaxial test and numerical modeling of clay.- Influence of stress path and stress history on the constitutive relation.- Content induction and research prospects.
Notă biografică
Dr. Qingyang Ren is Professor(T2, four-tier system in china) and Doctoral Supervisor of School of Civil Engineering, Chongqing Jiaotong University, the first batch of Chongqing Talents and Innovation Leaders, Chongqing Academic and Technological Leader, Distinguished Professor of Bayu scholars, Young Scientific and Technological Talent of Ministry of Transport, Academic Leader of State Key Laboratory of Mountain Bridge and Tunnel Engineering and Discipline Leader of the Doctoral Program of Disaster Prevention, Mitigation and Protection Engineering of Chongqing Jiaotong University, Leader of Innovation Research Group in Chongqing's Colleges and Universities.
Professor Ren also serves as the vice president of the Technology Development Alliance of Chinese Architectural Colleges, Director of Landslide and Engineering Slope Branch of Chongqing Society of Rock Mechanics and Engineering and Chinese Society of Rock Mechanics and Engineering, Member of American Geophysical Society and International Society of Geotechnical Engineering Society, Reviewer of international journals such as 《Geotechnical and Geological Engineering》,《Journal of Vibration Engineering & Technologies and Engineering Geography》. Professor Ren has rewarded second prize of the Science and Technology Progress of the People's Republic of China one time, prize of the Provincial and Ministerial Science and Technology Progress, first prize 3 times and second prize 6 times. At the same time, He has presided 5 national projects and 16 provincial and ministerial major projects which funded by the National Natural Science Foundation of China and Chongqing University Innovation Research Group, respectively. More, he has published seven academic books and nearly a hundred articles.
Professor Ren also serves as the vice president of the Technology Development Alliance of Chinese Architectural Colleges, Director of Landslide and Engineering Slope Branch of Chongqing Society of Rock Mechanics and Engineering and Chinese Society of Rock Mechanics and Engineering, Member of American Geophysical Society and International Society of Geotechnical Engineering Society, Reviewer of international journals such as 《Geotechnical and Geological Engineering》,《Journal of Vibration Engineering & Technologies and Engineering Geography》. Professor Ren has rewarded second prize of the Science and Technology Progress of the People's Republic of China one time, prize of the Provincial and Ministerial Science and Technology Progress, first prize 3 times and second prize 6 times. At the same time, He has presided 5 national projects and 16 provincial and ministerial major projects which funded by the National Natural Science Foundation of China and Chongqing University Innovation Research Group, respectively. More, he has published seven academic books and nearly a hundred articles.
Textul de pe ultima copertă
This book adopts numerical method to model soil constitutive relationship while it abandons the traditional idea of looking for plastic potential as the only way to model. Firstly, the triaxial compression tests of expansive soil, sand and clay under different stress paths are introduced; then the elastoplastic constitutive equations of expansive soil, sand and clay under various stress paths are established by numerical modeling method; finally, the constitutive equations are embedded in the finite element program and verified by comparing the finite element calculation results of the triaxial test soil samples with the corresponding test results. The modeling obtains high accuracy.
Caracteristici
Provides a practical method for modeling and overcomes difficulties on the analytical expression of plastic potential
Offers 100+ groups of triaxial compression test data of expansive soil, sand and clay under various conditions
Includes influence of any initial state and stress path on the constitutive relationship by freely selecting them
Offers 100+ groups of triaxial compression test data of expansive soil, sand and clay under various conditions
Includes influence of any initial state and stress path on the constitutive relationship by freely selecting them