Soil mechanics : calculations, principles, and methods /

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...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autor principal: Kaliakin, Victor N. (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Kidlington, Oxford, United Kingdom : Butterworth-Heinemann is an imprint of Elsevier, 2017.
Temas:
Soil mechanics.
M�ecanique des sols.
soil mechanics.
Soil mechanics
Acceso en línea:Texto completo

MARC

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019 |a 1066459016  |a 1105175499  |a 1105566286 
020 |z 9780128044919  |q (print) 
020 |z 0128044918 
035 |a (OCoLC)971621959  |z (OCoLC)1066459016  |z (OCoLC)1105175499  |z (OCoLC)1105566286 
050 4 |a TA710 
082 0 4 |a 624.1/5136  |2 23 
100 1 |a Kaliakin, Victor N.,  |e author. 
245 1 0 |a Soil mechanics :  |b calculations, principles, and methods /  |c Victor N. Kaliakin. 
264 1 |a Kidlington, Oxford, United Kingdom :  |b Butterworth-Heinemann is an imprint of Elsevier,  |c 2017. 
300 |a 1 online resource 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
500 |a Includes index. 
588 0 |a Online resource; title from PDF title page (ScienceDirect, viewed February 8, 2017). 
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. 
504 |a Includes bibliographical references and index. 
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. 
650 0 |a Soil mechanics. 
650 6 |a M�ecanique des sols.  |0 (CaQQLa)201-0029866 
650 7 |a soil mechanics.  |2 aat  |0 (CStmoGRI)aat300065239 
650 7 |a Soil mechanics  |2 fast  |0 (OCoLC)fst01124463 
856 4 0 |u https://sciencedirect.uam.elogim.com/science/book/9780128044919  |z Texto completo 

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