Ground improvement techniques and geosynthetics : IGC 2016. Volume 2 /
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Meeting name: | Indian Geotechnical Conference (2016 : Chennai, India) |
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Imprint: | Singapore : Springer, [2019] |
Description: | 1 online resource |
Language: | English |
Series: | Lecture notes in civil engineering, 2366-2557 ; volume 14 Lecture notes in civil engineering ; v. 14. |
Subject: | |
Format: | E-Resource Book |
URL for this record: | http://pi.lib.uchicago.edu/1001/cat/bib/11745690 |
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111 | 2 | |a Indian Geotechnical Conference |d (2016 : |c Chennai, India) | |
245 | 1 | 0 | |a Ground improvement techniques and geosynthetics : |b IGC 2016. |n Volume 2 / |c T. Thyagaraj, editor. |
246 | 3 | |a IGC 2016 | |
264 | 1 | |a Singapore : |b Springer, |c [2019] | |
300 | |a 1 online resource | ||
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490 | 1 | |a Lecture notes in civil engineering, |x 2366-2557 ; |v volume 14 | |
588 | 0 | |a Online resource; title from PDF title page (SpringerLink, viewed September 6, 2018). | |
505 | 0 | |a 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 | |
505 | 8 | |a 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 | |
505 | 8 | |a 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 | |
505 | 8 | |a 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 | |
505 | 8 | |a 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 | |
520 | |a 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. | ||
650 | 0 | |a Geotechnical engineering |v Congresses. | |
650 | 0 | |a Soil dynamics |v Congresses. | |
650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
650 | 7 | |a Economic geology. |2 bicssc | |
650 | 7 | |a Building construction & materials. |2 bicssc | |
650 | 7 | |a Meteorology & climatology. |2 bicssc | |
650 | 7 | |a Geotechnical engineering. |2 fast |0 (OCoLC)fst01893896 | |
650 | 7 | |a Soil dynamics. |2 fast |0 (OCoLC)fst01124362 | |
655 | 4 | |a Electronic books. | |
655 | 7 | |a Conference papers and proceedings. |2 fast |0 (OCoLC)fst01423772 | |
700 | 1 | |a Thyagaraj, T., |e editor. | |
776 | 0 | 8 | |i Print version: |a Indian Geotechnical Conference (2016 : Chennai, India). |t Ground improvement techniques and geosynthetics. |d Singapore : Springer, [2019] |z 9811305587 |z 9789811305580 |w (OCoLC)1031343553 |
830 | 0 | |a Lecture notes in civil engineering ; |v v. 14. | |
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928 | |t Library of Congress classification |a TA705 |l Online |c UC-FullText |u https://link.springer.com/10.1007/978-981-13-0559-7 |z Springer Nature |g ebooks |i 12556551 |