東華大學圖書館 |

語系: 繁體中文

說明(常見問題)

回圖書館首頁

手機版館藏查詢

登入

回首頁

切換: 標籤 | MARC模式 | ISBD

Evaluation of physico-mechanical pro...

Kibria, Golam.

FindBook

Google Book

Amazon

博客來

Evaluation of physico-mechanical properties of clayey soils using electrical resistivity imaging technique.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Evaluation of physico-mechanical properties of clayey soils using electrical resistivity imaging technique./
作者:	Kibria, Golam.
面頁冊數:	352 p.
附註:	Source: Dissertation Abstracts International, Volume: 75-10(E), Section: B.
Contained By:	Dissertation Abstracts International75-10B(E).
標題:	Geotechnology. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3624490
ISBN:	9781303980619

Evaluation of physico-mechanical properties of clayey soils using electrical resistivity imaging technique.
Kibria, Golam.

Evaluation of physico-mechanical properties of clayey soils using electrical resistivity imaging technique. - 352 p.

Source: Dissertation Abstracts International, Volume: 75-10(E), Section: B.

Thesis (Ph.D.)--The University of Texas at Arlington, 2014.

Resistivity imaging (RI) is a promising approach to obtaining continuous profile of soil subsurface. This method offers simple technique to identify moisture variation and heterogeneity of the investigated area. However, at present, only qualitative information of subsurface can be obtained using RI. A study on the quantification of geotechnical properties has become important for rigorous use of this method in the evaluation of geohazard potential and construction quality control of landfill liner system. Several studies have been performed to describe electrical resistivity of soil as a function of pore fluid conductivity and surface conductance. However, characterization tests on pore water and surface charge are not typically performed in a conventional geotechnical investigation. The overall objective of this study is to develop correlations between geotechnical parameters and electrical resistivity of soil, which would provide a mean to estimate geotechnical properties from RI. As a part of the study, multiple regression analyses were conducted to develop practically applicable models correlating resistivity with influential geotechnical parameters.

ISBN: 9781303980619Subjects--Topical Terms:

1018558
Geotechnology.

Evaluation of physico-mechanical properties of clayey soils using electrical resistivity imaging technique.
LDR:03999nmm a2200313 4500 001 2055678
005 20150217125033.5
008 170521s2014 ||||||||||||||||| ||eng d
020 $a 9781303980619
035 $a (MiAaPQ)AAI3624490
035 $a AAI3624490
040 $a MiAaPQ $c MiAaPQ
100 1 $a Kibria, Golam. $3 3169359
245 1 0 $a Evaluation of physico-mechanical properties of clayey soils using electrical resistivity imaging technique.
300 $a 352 p.
500 $a Source: Dissertation Abstracts International, Volume: 75-10(E), Section: B.
500 $a Adviser: Sahadat Hossain.
502 $a Thesis (Ph.D.)--The University of Texas at Arlington, 2014.
520 $a Resistivity imaging (RI) is a promising approach to obtaining continuous profile of soil subsurface. This method offers simple technique to identify moisture variation and heterogeneity of the investigated area. However, at present, only qualitative information of subsurface can be obtained using RI. A study on the quantification of geotechnical properties has become important for rigorous use of this method in the evaluation of geohazard potential and construction quality control of landfill liner system. Several studies have been performed to describe electrical resistivity of soil as a function of pore fluid conductivity and surface conductance. However, characterization tests on pore water and surface charge are not typically performed in a conventional geotechnical investigation. The overall objective of this study is to develop correlations between geotechnical parameters and electrical resistivity of soil, which would provide a mean to estimate geotechnical properties from RI. As a part of the study, multiple regression analyses were conducted to develop practically applicable models correlating resistivity with influential geotechnical parameters.
520 $a The soil samples considered in this study were classified as highly plastic clay (CH) and low plasticity clay (CL) according to Unified Soil Classification System (USCS). Based on the physical tests, scanning electron microscope (SEM), and energy dispersive X-ray spectroscopy (EDS) analysis, kaolinite was identified as the dominant mineral with some traces of magnesium, calcium, potassium, and iron. Electrical resistivity tests were conducted on compacted clays and undisturbed samples under varied geotechnical conditions. The experimental results indicated that the degree of saturation substantially influenced electrical resistivity. Electrical resistivity decreased as much as 11 times from initial value for the increase of degree of saturation from 23 to 100% in the laboratory tests on compacted clays. In case of undisturbed soil samples, resistivity decreased as much as sixteen fold (49.4 to 3.2 Ohm-m) for an increase of saturation from 31 to 100%. Furthermore, the resistivity results were different for the specimens at a specific degree of saturation because of varied surface activity and isomorphous substitution of clayey soils. In addition to physical properties, compressibility of clays was correlated with electrical conductivity. Based on the investigation, it was determined that the electrical conductivity vs. pressure curves followed similar trends as e vs. logp curves.
520 $a Multiple linear regression (MLR) models were developed for compacted and undisturbed samples using statistical analysis software SAS (2009). During model development, degree of saturation and CEC were selected as independent variables. The proposed models were validated using experimental results on a different set of samples. Moreover, the applicability of the models in the determination of degrees of saturation was evaluated using field RI tests.
590 $a School code: 2502.
650 4 $a Geotechnology. $3 1018558
650 4 $a Engineering, Geophysical. $3 1674107
650 4 $a Engineering, Civil. $3 783781
690 $a 0428
690 $a 0467
690 $a 0543
710 2 $a The University of Texas at Arlington. $b Civil & Environmental Engineering. $3 1019566
773 0 $t Dissertation Abstracts International $g 75-10B(E).
790 $a 2502
791 $a Ph.D.
792 $a 2014
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3624490