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Dynamics of Freezing-Thawing Soil around Subway Shield Tunnels [electronic resource] / by Zhen-Dong Cui, Zhong-Liang Zhang, Zhi-Xiang Zhan, Peng-Peng He, Chen-Yu Hou, Yan-Kun Zhang.

By: Cui, Zhen-Dong [author.].
Contributor(s): Zhang, Zhong-Liang [author.] | Zhan, Zhi-Xiang [author.] | He, Peng-Peng [author.] | Hou, Chen-Yu [author.] | Zhang, Yan-Kun [author.] | SpringerLink (Online service).
Material type: materialTypeLabelBookPublisher: Singapore : Springer Nature Singapore : Imprint: Springer, 2020Edition: 1st ed. 2020.Description: XVIII, 186 p. 103 illus., 73 illus. in color. online resource.Content type: text Media type: computer Carrier type: online resourceISBN: 9789811543425.Subject(s): Civil engineering | Geotechnical engineering | Civil Engineering | Geotechnical Engineering and Applied Earth SciencesAdditional physical formats: Printed edition:: No title; Printed edition:: No title; Printed edition:: No titleDDC classification: 624 Online resources: Click here to access online
Contents:
Chapter 1. Introduction -- Chapter 2. Artificial freezing for by-pass of subway tunnel -- Chapter 3. Axial strain of silty clay before and after freezing and thawing loading -- Chapter 4. Freezing-thawing on dynamic characteristics of silty clay -- Chapter 5. Microscopic pore structures of silty clay before and after freezing-thawing by SEM -- Chapter 6. Microscopic pore structures of silty clay before and after freezing-thawing by MIP -- Chapter 7. Dynamics of silty clay around subway shield tunnel before and after freezing and thawing by numerical simulation -- Chapter 8. Conclusions and prospects.
In: Springer Nature eBookSummary: This book addresses development laws for axial strain and excess pore water pressure in silty clay around subway shield tunnels before and after freezing-thawing when subjected to subway loading, as well as the effect of freezing-thawing on the dynamic parameters of silty clay, including the dynamic modulus and damping ratio, introducing readers to the design and construction of bypasses in subway tunnels with the artificial freezing method. On this basis, it then studies the microstructures of silty clay before and after freezing-thawing cyclic loading by means of scanning electron microscope tests and mercury intrusion porosimetry tests. Lastly, the book presents a numerical simulation of the dynamics of silty clay around subway tunnels before and after thawing. Given its scope, it offers a valuable reference guide for construction researchers and designers alike, as well as senior undergraduate and graduate students at colleges and universities.
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Chapter 1. Introduction -- Chapter 2. Artificial freezing for by-pass of subway tunnel -- Chapter 3. Axial strain of silty clay before and after freezing and thawing loading -- Chapter 4. Freezing-thawing on dynamic characteristics of silty clay -- Chapter 5. Microscopic pore structures of silty clay before and after freezing-thawing by SEM -- Chapter 6. Microscopic pore structures of silty clay before and after freezing-thawing by MIP -- Chapter 7. Dynamics of silty clay around subway shield tunnel before and after freezing and thawing by numerical simulation -- Chapter 8. Conclusions and prospects.

This book addresses development laws for axial strain and excess pore water pressure in silty clay around subway shield tunnels before and after freezing-thawing when subjected to subway loading, as well as the effect of freezing-thawing on the dynamic parameters of silty clay, including the dynamic modulus and damping ratio, introducing readers to the design and construction of bypasses in subway tunnels with the artificial freezing method. On this basis, it then studies the microstructures of silty clay before and after freezing-thawing cyclic loading by means of scanning electron microscope tests and mercury intrusion porosimetry tests. Lastly, the book presents a numerical simulation of the dynamics of silty clay around subway tunnels before and after thawing. Given its scope, it offers a valuable reference guide for construction researchers and designers alike, as well as senior undergraduate and graduate students at colleges and universities.

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