
Fundamental Behavior of Unsaturated Widely-Graded Soil
The Hydraulic and Mechanic Behavior of Coarse-fine Mixed Soil and its Influence on Slope Stability
Springer (Publisher)
Published on 20. August 2023
Book
Paperback/Softback
XVII, 396 pages
978-981-19-3404-9 (ISBN)
Description
This book focuses on the engineering properties of unsaturated widely graded soils and their influence on slope stability. This book characterizes the natural widely graded colluvial soils from macroscale, mesoscale, and microscale viewpoints, introduces the techniques for measuring hydro-mechanical properties for unsaturated widely graded colluvial soils, and clarifies the hydro-mechanical behavior and the failure mechanism of widely graded colluvial soils subjected to environmental loads. This book improves the understanding of rainfall-induced landslides on natural slopes. Researchers and engineers in the field of civil engineering can benefit from the book.
More details
Edition
2023 ed.
Language
English
Place of publication
Singapore
Singapore
Target group
Professional and scholarly
Illustrations
150 s/w Abbildungen, 123 farbige Abbildungen
XVII, 396 p. 273 illus., 123 illus. in color.
Dimensions
Height: 235 mm
Width: 155 mm
Thickness: 21 mm
Weight
703 gr
ISBN-13
978-981-19-3404-9 (9789811934049)
DOI
10.1007/978-981-19-3402-5
Schweitzer Classification
Other editions
Additional editions

Xu Li | Hongfen Zhao | Limin Zhang
Fundamental Behavior of Unsaturated Widely-Graded Soil
The Hydraulic and Mechanic Behavior of Coarse-fine Mixed Soil and its Influence on Slope Stability
Book
08/2022
Springer
€192.59
Shipment within 3-4 weeks
Persons
Li Xu is a professor, doctoral supervisor, director of the geotechnical laboratory, and director of the Subgrade Engineering Research Institute of Beijing Jiaotong University. He mainly engaged in traffic geotechnical engineering, special soil mechanics, numerical calculation of geotechnical engineering, and risk assessment. He received the first "Huang Wenxi - Chen Zongji" Geo-mechanics Youth Award and the first prize in natural science from the Ministry of Education. Dr. Li is an author of over 70 international journal papers.
Hongfen Zhao is an associate professor of the School of Civil Engineering at Sun Yat-Sen University. Her research interests are focused on assessing the impact of environmental loads on the behavior of geomaterials across a wide range of scales and on the performance of geotechnical structures. She has published over 20 papers on those topics.
Limin Zhang is Chair Professor and Head of the Department of Civil and Environmental Engineering at the Hong Kong University of Science and Technology, and Editor-in-Chief of Georisk. His research interests include geotechnical risk and reliability, embankment dams, landslides, multi-phase flows, and centrifuge modeling. He has published more than 300 international journal papers on the above topics.
Hongfen Zhao is an associate professor of the School of Civil Engineering at Sun Yat-Sen University. Her research interests are focused on assessing the impact of environmental loads on the behavior of geomaterials across a wide range of scales and on the performance of geotechnical structures. She has published over 20 papers on those topics.
Limin Zhang is Chair Professor and Head of the Department of Civil and Environmental Engineering at the Hong Kong University of Science and Technology, and Editor-in-Chief of Georisk. His research interests include geotechnical risk and reliability, embankment dams, landslides, multi-phase flows, and centrifuge modeling. He has published more than 300 international journal papers on the above topics.
Content
Introduction.- Characterization of natural widely-graded colluvial soils.- Micro-porosity structures of widely-graded soils.- Techniques for measuring hydraulic properties for unsaturated soils.- Hydraulic properties for widely-graded soils.- A unified framework for unsaturated soils.- Mechanical behavior of widely-graded soils under low confining pressure.- Bimodal features for widely-graded soils.- Seepage analysis technique for unsaturated soils.- Assessing the stability of slopes composed by widely graded soil.