عنوان
پدید آورنده
موضوع
رده
TA710 .V47 2018eb
TA710
.
V47
2018eb
کتابخانه
محل استقرار
INTERNATIONAL STANDARD BOOK NUMBER
(Number (ISBN
111948281X
(Number (ISBN
1119527813
(Number (ISBN
9781119482819
(Number (ISBN
9781119527817
Erroneous ISBN
1119527805
Erroneous ISBN
1786302799
Erroneous ISBN
9781119527800
Erroneous ISBN
9781786302793
TITLE AND STATEMENT OF RESPONSIBILITY
Title Proper
Geotechnical correlations for soils and rocks /
General Material Designation
[Book]
First Statement of Responsibility
Jean-Claude Verbrugge, Christian Schroeder.
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
Hoboken, NJ :
Name of Publisher, Distributor, etc.
Wiley,
Date of Publication, Distribution, etc.
2018.
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
1 online resource :
Other Physical Details
illustrations
SERIES
Series Title
Civil engineering and geomechanics series
INTERNAL BIBLIOGRAPHIES/INDEXES NOTE
Text of Note
Includes bibliographical references and index.
CONTENTS NOTE
Text of Note
Cover; Half-Title Page; Title Page; Copyright Page; Contents; Acknowledgements; Preface; 1. Physical Parameters; 1.1. Unit weights and volumes; 1.2. Soil behavior type index and soil classification index; 1.3. Consistency or Atterberg limits; 1.4. Consistency and liquidity indices; 1.5. Rigidity index; 1.6. Relative density of sands; 1.7. Wave velocity; 1.8. Cation exchange capacity; 2. Identification of Soil Types; 2.1. From identification tests; 2.2. From cone soil index *Ic; 2.3. From CPT; 2.4. From PMT; 2.5. From SPT; 2.6. From DMT; 3. Hydraulic Parameters; 3.1. Hydraulic conductivity.
Text of Note
10.7. Estimation of porosity and degree of saturation from compression wave velocity11. Cross Relations between In Situ Test Parameters; 11.1. CPT; 11.1.1. Correction factors and correlations between different CPT; 11.1.2. CPT and DPT; 11.1.3. CPT and PMT; 11.1.4. CPT and DMT; 11.1.5. CPT and SPT; 11.2. PMT; 11.2.1. PMT and DPT; 11.2.2. PMT and DMT; 11.2.3. PMT and SPT; 11.3. DMT; 11.3.1. DMT and SPT; 11.4. SPT; 11.4.1. SPT and DPT; 11.5. PANDA dynamic penetration test; 11.5.1. PANDA and CPT; 11.5.2. PANDA and DPT; 11.5.3. PANDA and PMT; 11.5.4. PANDA and VST; 12. Rocks; 12.1. Introduction.
Text of Note
3.2. Water storage capacity3.2.1. For a free water table; 3.2.2. For a confined aquifer; 4. Strength Parameters of Saturated and Dry Soils; 4.1. Undrained shear strength and cohesion; 4.1.1. From identification tests; 4.1.2. From laboratory tests; 4.1.3. From CPT; 4.1.4. From PMT; 4.1.5. From SPT; 4.1.6. From SCPT; 4.1.7. From DMT; 4.1.8. From VST; 4.1.9. Overconsolidated soils; 4.1.10. Miscellaneous: peats and remolded soils; 4.2. Effective cohesion; 4.3. Internal friction angle; 4.3.1. From identification tests; 4.3.2. From CPT and CPTu; 4.3.3. From SCPT; 4.3.4. From PMT; 4.3.5. From SPT.
Text of Note
4.3.6. From DMT4.3.7. Peak, critical state and residual friction angles; 4.3.8. Influence of intermediate stress; 4.4. The angle of dilatancy; 4.5. Sensitivity; 5. Soil Deformations; 5.1. Compression and swelling; 5.1.1. Compression index; 5.1.2. Constants of compressibility; 5.1.3. Swelling index; 5.2. Soil moduli; 5.2.1. From CPT; 5.2.2. From DMT; 5.2.3. From SPT; 5.2.4. From CBR; 5.2.5. Influence of loading rate; 5.3. Small strain modulus; 5.4. Poisson's ratio; 5.5. Modulus of subgrade reaction; 5.6. Resilient modulus; 5.7. Collapse and expansion; 6. Soil State Parameters.
Text of Note
6.1. Preconsolidation pressure6.2. Overconsolidation ratio; 7. Consolidation; 7.1. Primary consolidation coefficient; 7.2. Secondary consolidation coefficient; 7.3. Consolidation of peats; 7.4. Degree of consolidation; 8. Coefficient of Earth Pressure at Rest; 9. Soil Compaction Tests; 9.1. Proctor tests; 9.1.1. Standard Proctor test; 9.1.2. Modified Proctor test; 9.2. CBR; 10. Unsaturated Soils; 10.1. Suction; 10.2. Bishop's coefficient; 10.3. Quasi-saturated domain; 10.4. Stress dependency of suction; 10.5. Drying path of quasi-saturated soils; 10.6. Capillary or apparent cohesion.
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SUMMARY OR ABSTRACT
Text of Note
The modelling tools for soils and rocks require more and more specific parameters not always available from the standard or usual survey campaigns, this generally for reasons of delay or costs. The use of correlations to solve the gap between available parameters and the required ones is a common practice. Many of them exist but are spread throughout numerous papers or books. The aim of this formulary is to provide a large synthesis of the existing correlations accumulated by the authors during more than 40 years academic and consulting careers.
ACQUISITION INFORMATION NOTE
Source for Acquisition/Subscription Address
Wiley
Stock Number
9781119527800
OTHER EDITION IN ANOTHER MEDIUM
International Standard Book Number
9781786302793
TOPICAL NAME USED AS SUBJECT
Geotechnical engineering.
Rock mechanics.
Soil mechanics.
Geotechnical engineering.
Rock mechanics.
Soil mechanics.
TECHNOLOGY & ENGINEERING-- Civil-- General.
(SUBJECT CATEGORY (Provisional
TEC-- 009020
DEWEY DECIMAL CLASSIFICATION
Number
624
.
151
Edition
23
LIBRARY OF CONGRESS CLASSIFICATION
Class number
TA710
Book number
.
V47
2018eb
PERSONAL NAME - PRIMARY RESPONSIBILITY
Verbrugge, Jean-Claude
PERSONAL NAME - ALTERNATIVE RESPONSIBILITY
Schroeder, Christian
ORIGINATING SOURCE
Date of Transaction
20200822154609.0
Cataloguing Rules (Descriptive Conventions))
pn
ELECTRONIC LOCATION AND ACCESS
Electronic name
مطالعه متن کتاب [Book]
Y
