عنوان
پدید آورنده
موضوع
رده
TA705
TA705
کتابخانه
محل استقرار
INTERNATIONAL STANDARD BOOK NUMBER
(Number (ISBN
9789811305597
(Number (ISBN
9811305595
Erroneous ISBN
9789811305580
Erroneous ISBN
9811305587
TITLE AND STATEMENT OF RESPONSIBILITY
Title Proper
Ground improvement techniques and geosynthetics :
General Material Designation
[Book]
Other Title Information
IGC 2016.
First Statement of Responsibility
T. Thyagaraj, editor.
Volume Designation
Volume 2 /
.PUBLICATION, DISTRIBUTION, ETC
Place of Publication, Distribution, etc.
Singapore :
Name of Publisher, Distributor, etc.
Springer,
Date of Publication, Distribution, etc.
[2019]
PHYSICAL DESCRIPTION
Specific Material Designation and Extent of Item
1 online resource
SERIES
Series Title
Lecture notes in civil engineering,
Volume Designation
volume 14
ISSN of Series
2366-2557 ;
CONTENTS NOTE
Text of Note
Intro; Foreword; Preface; Contents; About the Editor; 1 Behaviourial Study on Geopolymer Column in Soil; Abstract; 1 Introduction; 2 Geopolymer Preparation; 2.1 Shear Strength Parameters of Geopolymer Specimen; 3 Experimental Study; 3.1 Model Test Tank; 3.2 Loading Setup; 3.3 Preparation of Geopolymer Soil Column; 4 Results and Discussions; 5 Software Analysis; 5.1 Introduction; 5.2 Input of Soil Data; 6 Software Analysis; 7 Conclusions; References; 2 A Study of Parameters Influencing Efficiency of Micropile Groups; Abstract; 1 Introduction; 2 Experimental Program; 2.1 Experimental Set up
Text of Note
1 Consolidation Theory2 Parameters Which Influence PVD Performance; 2.1 Drain Influence Zone, D; 2.2 Equivalent Drain Diameter, dw; 2.3 Drain Discharge Capacity, qw; 2.4 Horizontal Coefficient of Consolidation, Ch; 2.5 Soil Disturbance Due to PVD Installation; 2.5.1 Disturbed Soil Zone or Smear Zone, ds; 2.5.2 Effect of Mandrel Size and Shape; 2.5.3 Drain Installation Method; 2.6 PVD Material Parameters; 2.6.1 Drain Filter; 2.6.2 Drain Strength, Flexibility, and Durability; 2.6.3 Drain Length; 3 Major Parameters Affecting Performance; 4 Suggested Design Procedure; 4.1 Category-A
Text of Note
2.2 Installation of Micropiles2.3 Loading Arrangement; 3 Experimental Results; 3.1 Variation of Efficiency with L/D Ratio; 3.2 Variation of Efficiency with Respect to Relative Density; 3.3 Variation of Efficiency with Spacing/Diameter Ratio; 4 Conclusions; References; 3 Alteration of CBR Values in Soft Soils Using Enzymatic Lime; Abstract; 1 Introduction; 2 Mechanism of Stabilization; 3 Materials Used and Methodology; 4 Methodology; 5 Results of CBR Tests; 6 Modified Flexible Pavement; 7 Conclusion; References; 4 Factors Influencing PVD Performance in Soft Clay Consolidation; Abstract
Text of Note
3.1.3 Effectiveness of Geotextile Layers on Swelling4 Conclusions; References; 6 Effect of Underground Void on the Internal Stress Distribution in Soil; Abstract; 1 Introduction; 2 Experimental Programme; 2.1 Materials Used; 2.2 Test Setup; 2.3 Procedure; 3 Finite Element Analyses; 4 Results and Discussions; 4.1 Effect of Depth of Void from the Surface of Weak Soil; 4.2 Effect of Eccentricity of Void from the Centre of Footing; 4.3 Effect of Foundation Bed and Reinforced Foundation Bed; 4.4 Effect of Depth of Void on Stress Concentration
Text of Note
4.2 Category-B5 Conclusions; References; 5 Experimental Study of Heave Control Technique for Expansive Soil Using Micropiles and Geotextile Layers; Abstract; 1 Introduction; 1.1 Mechanism of Heave Control; 2 Experimental Methodology; 2.1 Materials; 2.2 Experimental Setup; 2.3 Experimental Procedure for Micropile Technique; 2.4 Experimental Procedure for Geotextile Reinforcement; 3 Results and Discussions; 3.1 Summary of Results and Discussions; 3.1.1 Effectiveness of Micropile Diameter on Swelling; 3.1.2 Performance of Expansive Clay with and Without Micropile Reinforcement
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SUMMARY OR ABSTRACT
Text of Note
The book comprises select proceedings of the 2016 annual conference of the Indian Geotechnical Society (IGC 2016), with technical papers on the theme "Ground Improvement and Geosynthetics". The papers cover a wide range of topics, including chemical modification using admixtures, microbial-induced carbonate precipitation, geopolymers, fly ash and other industrial wastes, modification using geosynthetic materials such as natural and synthetic fibers, expanded polystyrene (EPS) geofoam, prefabricated vertical drains, geosynthetic encased-granular columns and mechanical densification through sand columns. This book is a valuable reference for researchers and practicing engineers alike.
ACQUISITION INFORMATION NOTE
Source for Acquisition/Subscription Address
Springer Nature
Stock Number
com.springer.onix.9789811305597
OTHER EDITION IN ANOTHER MEDIUM
Title
Ground improvement techniques and geosynthetics.
International Standard Book Number
9789811305580
PARALLEL TITLE PROPER
Parallel Title
IGC 2016
TOPICAL NAME USED AS SUBJECT
Geotechnical engineering, Congresses.
Soil dynamics, Congresses.
Building construction & materials.
Economic geology.
Geotechnical engineering.
Meteorology & climatology.
Soil dynamics.
TECHNOLOGY & ENGINEERING-- Civil-- General.
(SUBJECT CATEGORY (Provisional
TEC-- 009020
DEWEY DECIMAL CLASSIFICATION
Number
624
.
1/51
Edition
23
LIBRARY OF CONGRESS CLASSIFICATION
Class number
TA705
PERSONAL NAME - ALTERNATIVE RESPONSIBILITY
Thyagaraj, T.
CORPORATE BODY NAME - PRIMARY RESPONSIBILITY
Indian Geotechnical Conference(2016 :, Chennai, India)
ORIGINATING SOURCE
Date of Transaction
20200823223909.0
Cataloguing Rules (Descriptive Conventions))
pn
ELECTRONIC LOCATION AND ACCESS
Electronic name
مطالعه متن کتاب [Book]
Y
