000 | 06378nam a22005415i 4500 | ||
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001 | 978-981-13-0559-7 | ||
003 | DE-He213 | ||
005 | 20220801213623.0 | ||
007 | cr nn 008mamaa | ||
008 | 180901s2019 si | s |||| 0|eng d | ||
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_a9789811305597 _9978-981-13-0559-7 |
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024 | 7 |
_a10.1007/978-981-13-0559-7 _2doi |
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072 | 7 |
_aTNC _2bicssc |
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_aSCI042000 _2bisacsh |
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_a624.15 _223 |
245 | 1 | 0 |
_aGround Improvement Techniques and Geosynthetics _h[electronic resource] : _bIGC 2016 Volume 2 / _cedited by T Thyagaraj. |
250 | _a1st ed. 2019. | ||
264 | 1 |
_aSingapore : _bSpringer Nature Singapore : _bImprint: Springer, _c2019. |
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300 |
_aXIII, 406 p. 249 illus., 62 illus. in color. _bonline resource. |
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336 |
_atext _btxt _2rdacontent |
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_acomputer _bc _2rdamedia |
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_aonline resource _bcr _2rdacarrier |
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_atext file _bPDF _2rda |
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490 | 1 |
_aLecture Notes in Civil Engineering, _x2366-2565 ; _v14 |
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505 | 0 | _aTHEME 3 : GROUND IMPROVEMENT AND GEOSYNTHETICS -- Behaviourial Study on Geopolymer Column in Soil -- A Study of Parameters Influencing Efficiency of Micropile Groups -- Alteration of CBR Values in Soft Soils using Enzymatic Lime -- Factors which Influence PVD Performance in Soft Clay Consolidation -- Experimental Study of Heave Control Technique for Expansive Soil using Micropiles and Geotextile Layers -- Effect of Underground Void on the Internal Stress Distribution in Soil -- Influence of Properties of Infill Material on the Behaviour of Geocells -- Investigation of Glass Fiber Reinforcement Effect on the CBR Strength of Cohesive Soil -- Bearing Capacity of Strip Footing on Clay Soil Reinforced with Metal Strips and with Anchors -- Application of Microbial Induced Carbonate Precipitation for Soil Improvement Via Ureolysis -- Influence of Organic Content on Fly Ash Stabilisation of Clay -- Strength Behaviours of the Clayey-Silt Soil Mixed with Fly Ash and Sand -- Strength Behaviour Of Expansive Soil Treated With Quarry Dust And Ferric Chloride -- Lime Stabilization of Subgrade with Waste Sand as Partial Soil Replacement -- Assessment Of Vetiver Grass Root-Reinforcement In Strengthening The Soil -- Geotechnical Aspects of Constructions Along the Canal Embankment using Rice Husk Ash as Stabilizer -- Use of Jhama Columns as Replacement of Stone Columns -- Laboratory Study on the Performance of Geo-Synthetic Reinforced Sand Bed -- Repeated Load Response of Encapsulated Granular Trench Supported Footings on Embankments -- Re-Appraisal of Physico-Mechanical Stability of Lime Treated Soils -- Back analysis of PVD performance in Mumbai Port -- Discharge and Absorption Capacity Tests on Composite Prefabricated Vertical Drains -- Stabilization of Clay at Sunnam Cheruvu Area in Nadergul, Hyderabad using Organic Waste -- The Tensile Strength Behavior of Lime Stabilized Soft Soil with Inclusion of Plastic Fiber -- Pullout Behaviour of Geosynthetics – a Review of Laboratory Testing Techniques -- Model Study on Cyclic Loading Responses of Flexible Pavement System Laid on Expansive Subgrade -- Evaluating the Strength Characteristics of Lime and Metakaolin Stabilized Expansive Soil -- Ground Improvement using Sand Columns to Mitigate Liquefaction – a Case Study -- Stabilization of Expansive Soil with Red Mud and Lime -- California Bearing Ratio and Permeability Behaviour of Fly Ash Reinforced with Geotextiles -- Influence of Granulated Blast Furnace Slag Contents on California Bearing Ratio Value of Clay Gbfs Mixture -- Geocell Reinforced Dense Sand Bases Overlying Weak Sand Subgrades Under Repeated Loading -- Load-Settlement Behaviour of Granular Pile on Cochin Marine Clay using Recycled Aggregate -- Transmissivity of Coir Latex Composite -- Influence of Combined Vertical and Horizontal Reinforcement on Granular Piles in Soft Clays -- Effect of Ggbs and Lime on the Strength Characteristics of Black Cotton Soil -- Soil Improvement using Microbial: a Review -- Long Term Strength Studies on Natural Fibre Composite (N-F-C) Sheets for Use as Separator in Flexible Pavements in Terms of CBR Values -- Coefficient of Consolidation for Vertical and Radial Drainage -- Comparative Analysis of Strength Characteristics of Soil Reinforced with Coir and Polypropylene Fibers -- Geo-Engineering Properties of Sedimented Flyash Bed Stabilized by Chemical Columns -- A Short Review of Geosynthetic Granular Column Treatment of Soft Clay Soils -- Engineered Anti Erosion Works Along the Right Bank of Jiabharali River in Assam -- Static and Cyclic Properties of Eps Geofoam -- Swell Behavior of Expansive Soils with Stabilized Fly Ash Columns. | |
520 | _aThe 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 |
_aEngineering geology. _94157 |
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650 | 0 |
_aGeotechnical engineering. _94958 |
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650 | 0 |
_aBuildings—Design and construction. _932147 |
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650 | 1 | 4 |
_aGeoengineering. _931828 |
650 | 2 | 4 |
_aGeotechnical Engineering and Applied Earth Sciences. _931829 |
650 | 2 | 4 |
_aBuilding Construction and Design. _932148 |
700 | 1 |
_aThyagaraj, T. _eeditor. _4edt _4http://id.loc.gov/vocabulary/relators/edt _933243 |
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710 | 2 |
_aSpringerLink (Online service) _933244 |
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773 | 0 | _tSpringer Nature eBook | |
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_iPrinted edition: _z9789811305580 |
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_iPrinted edition: _z9789811305603 |
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_iPrinted edition: _z9789811344503 |
830 | 0 |
_aLecture Notes in Civil Engineering, _x2366-2565 ; _v14 _933245 |
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