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Field and laboratory study of an uns...

Zhan, Liangtong.

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Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability./
Author:	Zhan, Liangtong.
Description:	400 p.
Notes:	Source: Dissertation Abstracts International, Volume: 64-10, Section: B, page: 5107.
Contained By:	Dissertation Abstracts International64-10B.
Subject:	Engineering, Civil. -
Online resource:	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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100 1 $a Zhan, Liangtong. $3 1930263
245 1 0 $a Field and laboratory study of an unsaturated expansive soil associated with rain-induced slope instability.
300 $a 400 p.
500 $a Source: Dissertation Abstracts International, Volume: 64-10, Section: B, page: 5107.
500 $a Adviser: Charles Wang Wai Ng.
502 $a Thesis (Ph.D.)--Hong Kong University of Science and Technology (People's Republic of China), 2003.
520 $a 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
520 $a 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
520 $a 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
590 $a School code: 1223.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Geology. $3 516570
650 4 $a Hydrology. $3 545716
690 $a 0543
690 $a 0372
690 $a 0388
710 2 0 $a Hong Kong University of Science and Technology (People's Republic of China). $3 1249812
773 0 $t Dissertation Abstracts International $g 64-10B.
790 1 0 $a Ng, Charles Wang Wai, $e advisor
790 $a 1223
791 $a Ph.D.
792 $a 2003
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3108598