東華大學圖書館 |

Soil mechanics = calculations, principles, and methods /

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Soil mechanics/ Victor N. Kaliakin.
其他題名:	calculations, principles, and methods /
作者:	Kaliakin, Victor N.,
出版者:	Kidlington, Oxford, United Kingdom :Butterworth-Heinemann is an imprint of Elsevier, : 2017.,
面頁冊數:	1 online resource.
附註:	Includes index.
內容註:	Front Cover; Soil Mechanics; Soil Mechanics: Calculations, Principles, andMethods; Copyright; Dedication; Contents; Preface; Acknowledgments; 1 -- Example Problems Involving Phase Relations for Soils; 1.0 GENERAL COMMENTS; 1.1 GENERAL DEFINITIONS; 1.2 MASS DENSITIES; 1.3 UNIT WEIGHTS; 1.4 DEFINITION OF FUNDAMENTAL QUANTITIES; 1.5 RELATIONS DERIVED FROM FUNDAMENTAL QUANTITIES; 1.5.1 Case 1.1: Relation Between Void Ratio and Porosity; 1.5.2 Case 1.2: Relation Between Porosity and Void Ratio.
內容註:	1.5.3 Case 1.3: Relation Between Moisture Content, Specific Gravity of Solids, Void Ratio, and Degree of Saturation1.5.4 Case 1.4: Relation Between Dry Unit Weight, Specific Gravity of Solids, and Void Ratio; 1.5.5 Case 1.5: Relation Between Moist Unit Weight, Specific Gravity of Solids, Moisture Content, and Void Ratio; 1.5.6 Case 1.6: Relation Between Moist Unit Weight, Dry Unit Weight, and Moisture Content; 1.5.7 Case 1.7: Relation Between Moist Unit Weight, Specific Gravity of Solids, Degree of Saturation, and Void Ratio.
內容註:	1.5.8 Case 1.8: Unit Weight of Submerged Soil and Its Relation to Moist Unit WeightEXAMPLE PROBLEM 1.1; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.2; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.3; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.4; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.5; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.6; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.7; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.8; General Remarks.
內容註:	Problem StatementSolution; EXAMPLE PROBLEM 1.9; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.10; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.11; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.12; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.13; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.14; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.15; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.16; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.17.
內容註:	General RemarksProblem Statement; Solution; EXAMPLE PROBLEM 1.18; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.19; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.20; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.21; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.22; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.23; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.24; General Remarks; Problem Statement; Solution; 2 -- Example Problems Related to Soil Identification and Classification.
標題:	Soil mechanics. -
電子資源:	https://www.sciencedirect.com/science/book/9780128044919
ISBN:	9780128014844 (electronic bk.)

Soil mechanics = calculations, principles, and methods /
Kaliakin, Victor N.,

Soil mechanicscalculations, principles, and methods /[electronic resource] :Victor N. Kaliakin. - Kidlington, Oxford, United Kingdom :Butterworth-Heinemann is an imprint of Elsevier,2017. - 1 online resource.

Includes index.

Includes bibliographical references and index.

Front Cover; Soil Mechanics; Soil Mechanics: Calculations, Principles, andMethods; Copyright; Dedication; Contents; Preface; Acknowledgments; 1 -- Example Problems Involving Phase Relations for Soils; 1.0 GENERAL COMMENTS; 1.1 GENERAL DEFINITIONS; 1.2 MASS DENSITIES; 1.3 UNIT WEIGHTS; 1.4 DEFINITION OF FUNDAMENTAL QUANTITIES; 1.5 RELATIONS DERIVED FROM FUNDAMENTAL QUANTITIES; 1.5.1 Case 1.1: Relation Between Void Ratio and Porosity; 1.5.2 Case 1.2: Relation Between Porosity and Void Ratio.

This book provides expert insights into the nature of soil mechanics through the use of calculation and problem-solving techniques. This informed reference begins with basic principles and calculations, illustrating physical meanings of the unit weight of soil, specific gravity, water content, void ratio, porosity, saturation, and their typical values. This is followed by calculations that illustrate the need for soil identification, classification, and ways to obtain soil particle size distribution, including sizes smaller than 0.075mm, performance, and the use of liquid and plastic limit tests. The book goes on to provide expert coverage regarding the use of soil identification and classification systems (both Unified Soil Classification System and AASHTO), and also includes applications concerning soil compaction and field applications, hydraulic conductivity and seepage, soil compressibility and field application, and shear strength and field application--

ISBN: 9780128014844 (electronic bk.)Subjects--Topical Terms:

520343
Soil mechanics.
Index Terms--Genre/Form:

542853
Electronic books.

LC Class. No.: TA710

Dewey Class. No.: 624.1/5136

Soil mechanics = calculations, principles, and methods /
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245 1 0 $a Soil mechanics $h [electronic resource] : $b calculations, principles, and methods / $c Victor N. Kaliakin.
260 $a Kidlington, Oxford, United Kingdom : $b Butterworth-Heinemann is an imprint of Elsevier, $c 2017.
300 $a 1 online resource.
500 $a Includes index.
504 $a Includes bibliographical references and index.
505 0 $a Front Cover; Soil Mechanics; Soil Mechanics: Calculations, Principles, andMethods; Copyright; Dedication; Contents; Preface; Acknowledgments; 1 -- Example Problems Involving Phase Relations for Soils; 1.0 GENERAL COMMENTS; 1.1 GENERAL DEFINITIONS; 1.2 MASS DENSITIES; 1.3 UNIT WEIGHTS; 1.4 DEFINITION OF FUNDAMENTAL QUANTITIES; 1.5 RELATIONS DERIVED FROM FUNDAMENTAL QUANTITIES; 1.5.1 Case 1.1: Relation Between Void Ratio and Porosity; 1.5.2 Case 1.2: Relation Between Porosity and Void Ratio.
505 8 $a 1.5.3 Case 1.3: Relation Between Moisture Content, Specific Gravity of Solids, Void Ratio, and Degree of Saturation1.5.4 Case 1.4: Relation Between Dry Unit Weight, Specific Gravity of Solids, and Void Ratio; 1.5.5 Case 1.5: Relation Between Moist Unit Weight, Specific Gravity of Solids, Moisture Content, and Void Ratio; 1.5.6 Case 1.6: Relation Between Moist Unit Weight, Dry Unit Weight, and Moisture Content; 1.5.7 Case 1.7: Relation Between Moist Unit Weight, Specific Gravity of Solids, Degree of Saturation, and Void Ratio.
505 8 $a 1.5.8 Case 1.8: Unit Weight of Submerged Soil and Its Relation to Moist Unit WeightEXAMPLE PROBLEM 1.1; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.2; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.3; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.4; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.5; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.6; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.7; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.8; General Remarks.
505 8 $a Problem StatementSolution; EXAMPLE PROBLEM 1.9; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.10; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.11; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.12; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.13; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.14; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.15; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.16; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.17.
505 8 $a General RemarksProblem Statement; Solution; EXAMPLE PROBLEM 1.18; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.19; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.20; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.21; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.22; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.23; General Remarks; Problem Statement; Solution; EXAMPLE PROBLEM 1.24; General Remarks; Problem Statement; Solution; 2 -- Example Problems Related to Soil Identification and Classification.
520 $a This book provides expert insights into the nature of soil mechanics through the use of calculation and problem-solving techniques. This informed reference begins with basic principles and calculations, illustrating physical meanings of the unit weight of soil, specific gravity, water content, void ratio, porosity, saturation, and their typical values. This is followed by calculations that illustrate the need for soil identification, classification, and ways to obtain soil particle size distribution, including sizes smaller than 0.075mm, performance, and the use of liquid and plastic limit tests. The book goes on to provide expert coverage regarding the use of soil identification and classification systems (both Unified Soil Classification System and AASHTO), and also includes applications concerning soil compaction and field applications, hydraulic conductivity and seepage, soil compressibility and field application, and shear strength and field application-- $c Source other than Library of Congress.
588 0 $a Online resource; title from PDF title page (ScienceDirect, viewed February 8, 2017).
650 0 $a Soil mechanics. $3 520343
655 4 $a Electronic books. $2 lcsh $3 542853
856 4 0 $u https://www.sciencedirect.com/science/book/9780128044919