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Fundamental behavior of unsaturated ...
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Li, Xu.
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Fundamental behavior of unsaturated widely-graded soil = the hydraulic and mechanic behavior of coarse-fine mixed soil and its influence on slope stability /
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Fundamental behavior of unsaturated widely-graded soil/ by Xu Li, Hongfen Zhao, Limin Zhang.
其他題名:
the hydraulic and mechanic behavior of coarse-fine mixed soil and its influence on slope stability /
作者:
Li, Xu.
其他作者:
Zhao, Hongfen.
出版者:
Singapore :Springer Nature Singapore : : 2023.,
面頁冊數:
xvii, 396 p. :ill., digital ;24 cm.
內容註:
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.
Contained By:
Springer Nature eBook
標題:
Slopes (Soil mechanics) -
電子資源:
https://doi.org/10.1007/978-981-19-3402-5
ISBN:
9789811934025
Fundamental behavior of unsaturated widely-graded soil = the hydraulic and mechanic behavior of coarse-fine mixed soil and its influence on slope stability /
Li, Xu.
Fundamental behavior of unsaturated widely-graded soil
the hydraulic and mechanic behavior of coarse-fine mixed soil and its influence on slope stability /[electronic resource] :by Xu Li, Hongfen Zhao, Limin Zhang. - Singapore :Springer Nature Singapore :2023. - xvii, 396 p. :ill., digital ;24 cm.
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.
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.
ISBN: 9789811934025
Standard No.: 10.1007/978-981-19-3402-5doiSubjects--Topical Terms:
566638
Slopes (Soil mechanics)
LC Class. No.: TA710
Dewey Class. No.: 624.151363
Fundamental behavior of unsaturated widely-graded soil = the hydraulic and mechanic behavior of coarse-fine mixed soil and its influence on slope stability /
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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.
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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.
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