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Field and laboratory study of an uns...
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Zhan, Liangtong.
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Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability.
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability./
作者:
Zhan, Liangtong.
面頁冊數:
400 p.
附註:
Source: Dissertation Abstracts International, Volume: 64-10, Section: B, page: 5107.
Contained By:
Dissertation Abstracts International64-10B.
標題:
Engineering, Civil. -
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3108598
ISBN:
0496561431
Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability.
Zhan, Liangtong.
Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability.
- 400 p.
Source: Dissertation Abstracts International, Volume: 64-10, Section: B, page: 5107.
Thesis (Ph.D.)--Hong Kong University of Science and Technology (People's Republic of China), 2003.
The principle objectives of this research are to investigate the behavior of an unsaturated medium expansive clay and to study the failure mechanism of rain-induced landslips in the unsaturated expansive soil slope. This research consists of two
ISBN: 0496561431Subjects--Topical Terms:
783781
Engineering, Civil.
Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability.
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Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability.
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Source: Dissertation Abstracts International, Volume: 64-10, Section: B, page: 5107.
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Adviser: Charles Wang Wai Ng.
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Thesis (Ph.D.)--Hong Kong University of Science and Technology (People's Republic of China), 2003.
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The principle objectives of this research are to investigate the behavior of an unsaturated medium expansive clay and to study the failure mechanism of rain-induced landslips in the unsaturated expansive soil slope. This research consists of two
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An 11 m high cut slope in the medium-plastic expansive soil in Hubei of China was selected to carry out a well-instrumented field study on the effects of rainfall infiltration. Artificial rainfall events were created in both areas separately usi
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A comprehensive laboratory test programme was performed on both re-compacted and natural specimens (saturated and unsaturated) using a newly-developed double-cell triaxial apparatus and a modified direct shear apparatus. The experimental results
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http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3108598
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