UID:
edoccha_9959155564702883
Format:
1 online resource (XI, 106 pages, 63 illustrations)
Edition:
1st ed. 2019.
ISBN:
981-13-0722-9
Series Statement:
SpringerBriefs in Applied Sciences and Technology,
Content:
This book presents a new method for controlling the “bridge-head bumping” in soft soil ground based on years of practical on-site experience, which will be a valuable guide for engineers in Civil Engineering and Geotechnical Engineering. The soil properties of soft soil ground have the characteristics of big void ratio, high compressibility, high water content, low impermeability, low strength, strong structure and strong sensitivity. As a result, the soil ground presents very high rheological property. Therefore, controlling the “bridge-head bumping” in soft soil ground is essential for controlling the amount of the soil rheology induced unstable successive settlement. Based on the deformation compatibility and control theory of structure, this book proposes strategies to improve the design method of soft soil ground and the effective “bridge-head bumping” control method. .
Note:
Includes index
,
Analysis of Differential Settlement of Highway Soft Soil Subgrade -- Overview of Highway Soft Soil Subgrade Differential Settlement Treatment Method (Including Bridgehead Bumping) -- Enlightenment of Stability in Ancient Structures -- Exploration of Rational Structure and Solution Method of Highway Soft Soil Subgrade -- Contrast Test and Calculation Analysis of Stability and Looseness of Highway Soft Soil Subgrade -- Comparative Experimental Study on Strength and Rheological Characteristics of Soft Soil Foundation -- Basic Characteristics and Design Method of Highway Soft Soil Subgrade -- Practical Design Method of Highway Soft Soil Subgrade -- Construction Practice of Cement Mixed Lime Soil Subgrade in Jiaxing -- Treatment Practice of "Bridgehead Bumping" of Existing Highway in Taizhou -- Treatment Practice of Bumping at Bridgehead of Wenzhou Highway -- Treatment Practice of Bumping at Bridgehead of Ningbo Highway.
Additional Edition:
ISBN 981-13-0721-0
Language:
English
DOI:
10.1007/978-981-13-0722-5
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