LEADER 02086nam 2200541 450 001 9910814976303321 005 20230807212135.0 010 $a1-63058-204-2 035 $a(CKB)3710000000311524 035 $a(EBL)1887171 035 $a(SSID)ssj0001441562 035 $a(PQKBManifestationID)11919167 035 $a(PQKBTitleCode)TC0001441562 035 $a(PQKBWorkID)11411850 035 $a(PQKB)10710860 035 $a(MiAaPQ)EBC1887171 035 $a(EXLCZ)993710000000311524 100 $a20150109h20152015 uy 1 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 14$aThe white lady /$fGrace Livingston Hill 210 1$aUhrichsville, Ohio :$cBarbour Books,$d2015. 210 4$d©2015 215 $a1 online resource (258 p.) 225 0 $aLove Endures 300 $aDescription based upon print version of record. 311 $a1-63058-203-4 327 $aFront Cover; Contents 330 $a
When Pastor John Endicott returns from burying his mother, he discovers the legendary haunted house in town really is inhabited, and he sets out to determine if the lady in white is a ghost or real. Constance Whetherhill left the city when her wealth failed rather than endure the sympathy of her socialite circle. Renting a "haunted" house was the most economical choice she could make to secure a home for her aging grandmother. But when wealth and privilege are offered back to her, she must choose between the new life she made and the old life she was raised to expect.
410 0$aLove Endures 606 $aYoung women$vFiction 606 $aHaunted houses$vFiction 606 $aDetermination (Personality trait)$vFiction 615 0$aYoung women 615 0$aHaunted houses 615 0$aDetermination (Personality trait) 676 $a813.6 700 $aHill$b Grace Livingston$0816561 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910814976303321 996 $aThe white lady$94008948 997 $aUNINA LEADER 10989nam 22005053 450 001 9910865256603321 005 20240603084507.0 010 $a981-9717-45-0 035 $a(MiAaPQ)EBC31359058 035 $a(Au-PeEL)EBL31359058 035 $a(CKB)32200398600041 035 $a(EXLCZ)9932200398600041 100 $a20240603d2024 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aProceedings of the Indian Geotechnical Conference 2022 Volume 3 $eGeotechnics: Learning, Evaluation, Analysis and Practice (GEOLEAP) 205 $a1st ed. 210 1$aSingapore :$cSpringer,$d2024. 210 4$d©2024. 215 $a1 online resource (405 pages) 225 1 $aLecture Notes in Civil Engineering Series ;$vv.478 311 $a981-9717-44-2 327 $aIntro -- Preface -- Contents -- About the Editors -- Soil Stabilization, Ground Improvement and Land Reclamation -- Geotechnical Benign Characterization of Nano-amended CLS Stabilized Soil -- 1 Introduction -- 2 Materials and Methods -- 2.1 Soil and Nano-Fe2O3 Properties -- 2.2 Sample Preparation -- 3 Results and Discussions -- 3.1 Effect of Nano-Fe2O3 on Atterberg Limit -- 3.2 Effect of Nano-Fe2O3 and CLS on Compaction Characteristics -- 3.3 Effect of Nano-Fe2O3 on Strength Characteristics -- 3.4 Microstructural Analysis -- 4 Conclusions -- References -- Effect of Granite Sand and Calcium Lignosulphonate on the Shrinkage Characteristic of Clay -- 1 Introduction -- 2 Materials -- 2.1 Clay -- 2.2 GS -- 2.3 CLS -- 3 Sample Preparation -- 3.1 Shrinkage Limit -- 4 Results and Discussions -- 4.1 Effect of GS and CLS on Liquid Limit and Plastic Limit -- 4.2 Effect of GS, CLS, and GS-CLS on Shrinkage Limit of Clay -- 5 Practical Importance of the Study -- 6 Conclusions -- References -- Performance of Black Cotton Soil Reinforced with Randomly Distributed Banana Fibers -- 1 Introduction -- 2 Literature Review -- 3 Methodology -- 4 Materials and Methods -- 4.1 Black Cotton Soil -- 4.2 Banana Fiber -- 4.3 Test Methods -- 5 Results and Discussion -- 5.1 Unconfined Undrained Triaxial Test -- 5.2 Direct Shear Test -- 5.3 Effect of Fibers on Shear Strength Parameters -- 6 Conclusions -- References -- Preparation of Lightweight Bricks by Using Agro-waste Materials -- 1 Introduction -- 2 Materials Used -- 2.1 Black Cotton Soil -- 2.2 Red Soil -- 2.3 Rice Husk -- 2.4 Rice Husk Ash -- 3 Methodology -- 4 Results and Discussion -- 4.1 Variation of Unit Weight of Mixes -- 4.2 Difficulties Encountered During Experimentation -- 4.3 Variation of Compressive Strength of Mixes -- 5 Conclusions -- References. 327 $aExperimental Study on Performance of Prefabricated Vertical Drain on Kaolinite with Various Drain Material -- 1 Introduction -- 1.1 Literature Survey -- 2 Objective -- 3 Laboratory Investigations -- 3.1 Materials Used -- 3.2 Properties of PVD Drain Material -- 4 Experimental Setup -- 4.1 Method of Soil Preparation -- 4.2 Installation Stages of Vertical Drain -- 4.3 Test Procedure -- 5 Result Analysis -- 6 Conclusions -- References -- Improvement of Clayey Soil Using Fly Ash and Cement -- 1 Introduction -- 2 Materials Used -- 3 Laboratory Results -- 4 Conclusion -- References -- Mitigating the Problematic Behaviour of Expansive Soils Using Zycobond and Stone Dust -- 1 Introduction -- 1.1 Usage of Waste Materials -- 1.2 Need for the Study -- 2 Review of Literature -- 3 Methodology -- 3.1 Materials Used -- 3.2 Preparation of Sample and Laboratory Testing -- 4 Results and Discussion -- 4.1 Effect of Stone Dust (SD) as Replacement in Expansive Soil -- 4.2 Effect of Zycobond (ZB) on the Stone Dust (SD) Modified Expansive Soil -- 4.3 Curing Studies on SD Modified Expansive Soil Mixed with Optimum Zycobond -- 5 Conclusions -- References -- Effect of Nano Silica on Dispersion and Strength Characteristics of Silty Soil -- 1 Introduction -- 2 Materials -- 2.1 Soil -- 2.2 Nano Silica (NS) -- 3 Methodology -- 3.1 Identification Test Results -- 4 Results and Discussion -- 4.1 Effect of Nano Silica on Dispersion Behaviour of Soil -- 4.2 Effect of Nano Silica on UCS of Soil -- 4.3 Micro-structural Analysis -- 5 Conclusions -- References -- Performance of Lime-Cement as Column and Raft in Soft Clay Bed -- 1 Introduction -- 2 Materials -- 3 Methods -- 4 Results and Discussions -- 4.1 Optimum Lime Percentage in Soil -- 4.2 Optimum Cement Percentage in Soil -- 4.3 Optimum Lime-Cement Content in Soil. 327 $a4.4 Performance of Lime Pile, Cement Pile and Lime-Cement Pile (1 Number) Without Curing -- 4.5 Performance of Lime Pile, Cement Pile and Lime-Cement Pile (3 Numbers) Without Curing -- 4.6 Performance of Lime Pile, Cement Pile and Lime-Cement Pile (1 Number) with 7 Days Curing -- 4.7 Performance of Lime Pile, Cement Pile and Lime-Cement Pile (3 Numbers) with 7 Days Curing -- 4.8 Performance of Lime-Cement Pile with Composite Raft Without and with 7 Days Curing -- 5 Conclusions -- References -- MICP-Based Indian Desert Sand Stabilization -- 1 Introduction -- 2 Materials and Methods -- 2.1 Untreated Desert Sand Properties -- 2.2 Bacterial Solution -- 2.3 Cementation Solution -- 2.4 Biotreatment Process -- 2.5 Sand Erosion Testing Experimental Setup (Wind Tunnel) -- 2.6 Unconfined Compressive Strength (UCS) Test Using Pocket Penetrometer (PP) -- 2.7 Measurement of CaCO3 Using Calcimeter -- 2.8 Microscale Identification Analysis -- 3 Results and Discussion -- 3.1 Surface Thickness Measurement -- 3.2 Analysis of Wind-Induced Sand Erosion Resistance -- 3.3 Analysis of Surface Strength and Calcite Formation -- 3.4 Microscale Identification Analysis -- 4 Conclusions -- References -- Effect of Polypropylene Planar Reinforcement on the Unconsolidated Undrained Behavior of Black Cotton Soil -- 1 Introduction -- 2 Methodology -- 3 Test Design -- 3.1 Preparation of Specimen -- 3.2 Triaxial Test -- 4 Behavior of Planar Reinforced Soil -- 4.1 Effect of Reinforcement -- 5 Results -- 5.1 Results of Laboratory Tests -- 5.2 Results Obtained from Triaxial UU Test -- 5.3 Results of UCS Test -- 5.4 Comparison of Displacements Obtained from Experimental Analysis and Numerical Simulation -- 6 Conclusions -- References -- Influence of Addition of Admixtures and Lime on the Properties of Pond Ash-Based High Strength Flowable Fills -- 1 Introduction -- 2 Experimental Program. 327 $a2.1 Materials -- 2.2 Mixture Proportions and Testing Methods -- 2.3 Experimental Methodology for Flowability and UCS Tests -- 3 Test Results and Discussions -- 3.1 Flowability for Cement-Based CLSM Mixes -- 3.2 UCS Variation for Cement-Based CLSM Mixes -- 3.3 Effect of Superplasticizers on High Strength CLSM Mixes -- 3.4 Effect of Lime Addition on High Strength CLSM Mixes -- 4 Conclusions -- References -- Mitigation of Liquefaction-Induced Settlements Under Shallow Strip Footings Using Ground Densification -- 1 Introduction -- 2 Problem Statement and Validation of the Developed Model -- 3 Numerical Modelling of Liquefaction-Induced Settlement Post Ground Densification -- 4 Regression Analysis -- 5 Summary and Conclusions -- References -- Numerical Investigation of Behaviour of Geosynthetic Encased Stone Column in Soft Clay Bed -- 1 Introduction -- 2 Finite Element Simulation -- 3 Results and Discussions -- 3.1 Effect of Encased Stone Column's Diameter -- 3.2 Effect of Geosynthetic Encasement Stiffness -- 4 Conclusion -- References -- Experimental Studies on the Influence of Chemicals on Geotechnical Properties of Black Cotton Soil in Puducherry Region -- 1 Introduction -- 2 Materials and Methodology -- 2.1 Black Cotton Soil -- 2.2 Alccofine -- 2.3 Magnesium Chloride -- 2.4 Testing Methodology -- 3 Result and Discussion -- 3.1 Atterberg Limits (LL, PL, PI) -- 3.2 Free Swell Test -- 3.3 Cation-Exchange Capacity -- 3.4 Compaction Parameters -- 3.5 Unconfined Compressive Strength (UCS) -- 3.6 Free Swell Ratio (FSR) -- 4 Conclusion -- References -- A Numerical Study on Displacement and Bending Moment Behaviour of Laterally Loaded Single CFG Pile Embedded in Layered Soil -- 1 Introduction -- 2 Numerical Model Validation -- 3 Experimental Study -- 3.1 CFG Pile -- 3.2 Soil Properties -- 3.3 Preparation of Soil Bed -- 3.4 Model Pile Installation. 327 $a3.5 Test Program -- 4 Numerical Study -- 5 Results and Discussions -- 5.1 Load-Displacement Behaviour of CFG Pile -- 5.2 Bending Moment Characteristics of CFG Pile -- 6 Conclusions -- References -- Stabilization of Expansive Soils Using Industrial Wastes -- 1 Introduction -- 2 Literature Review -- 3 Materials and Methods -- 3.1 Materials -- 3.2 Methods -- 4 Results and Discussions -- 4.1 Index Properties of Soil with Addition of Steel Dust and Bagasse Ash -- 4.2 Results of Compaction Characteristics with Varying Percentage of Steel Dust and Bagasse Ash -- 4.3 Variation of Unconfined Compression Strength (UCS) with Varying Percentage of Steel Dust and Bagasse Ash -- 5 Conclusions -- References -- Matric Suction, Volume Change, and Microstructural Characteristics of a Highly Expansive Soil Treated with  Lime -- 1 Introduction -- 2 Material Properties -- 3 Experimental Program -- 4 Results and Discussion -- 4.1 Effect of Lime Treatment on Matric Suction and Microstructure of Nagpur Expansive Soil -- 4.2 Effect of Lime Treatment on Swelling and Compressibility Characteristics of  Nagpur Expansive Soil -- 4.3 Effect of Lime Treatment on Shrinkage Parameters and Water Retention Characteristics of Nagpur Expansive Soil -- 5 Conclusions -- References -- FEM Modelling of Stabilization of Flexible Pavements with RBI Grade-81 -- 1 Introduction -- 2 Literature Review -- 3 Materials and Methodology -- 3.1 Materials -- 3.2 Methods -- 4 Results and Discussions -- 4.1 Variation of Compaction Characteristics with Index Properties -- 4.2 Variation of CBR with Index Properties -- 5 Conclusions -- References -- Effect of Guar Gum Biopolymer on Shear Strength and Liquefaction Response of Coal Ash -- 1 Introduction -- 2 Material Properties -- 3 Experimental Program and Specimen Preparation -- 4 Results and Discussion. 327 $a4.1 Shear Strength of Coal Ash Under Different Curing Conditions. 410 0$aLecture Notes in Civil Engineering Series 700 $aJose$b Babu T$01737810 701 $aSahoo$b Dipak Kumar$01737811 701 $aPuppala$b Anand J$01742108 701 $aReddy$b C. N. V. Satyanarayana$01742109 701 $aAbraham$b Benny Mathews$01742110 701 $aVaidya$b Ravikiran$01742111 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910865256603321 996 $aProceedings of the Indian Geotechnical Conference 2022 Volume 3$94168710 997 $aUNINA