Hydraulic fracturing in earth-rock fill dams /

Hydraulic fracturing in earth-rock fill dams /

Presents a systematic and comprehensive study of hydraulic fracturing, original in its concentration of core soil problems There have been a number of well-studied cases in which dams have failed or been damaged by concentrated leaks for no apparent cause. In some of these experiences, investigators...

Πλήρης περιγραφή

Λεπτομέρειες βιβλιογραφικής εγγραφής
Κύριος συγγραφέας: Wang, Jun-Jie
Άλλοι συγγραφείς: Jiaotong, Chongqing
Μορφή: Ηλ. βιβλίο
Γλώσσα:English
Έκδοση: Singapore : Wiley, 2014.
Θέματα:
Earth dams.
Dam failures.
Hydraulic fracturing.
TECHNOLOGY & ENGINEERING > Hydraulics.
Electronic books.
Διαθέσιμο Online:Full Text via HEAL-Link
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049 |a MAIN 
100 1 |a Wang, Jun-Jie. 
245 1 0 |a Hydraulic fracturing in earth-rock fill dams /  |c Jun-Jie Wang, Chongqing Jiaotong. 
264 1 |a Singapore :  |b Wiley,  |c 2014. 
300 |a 1 online resource. 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
504 |a Includes bibliographical references and index. 
588 0 |a Print version record and CIP data provided by publisher. 
505 0 |a Cover; Title Page; Copyright; Contents; About the Author; Preface; Acknowledgments; Nomenclature; Chapter 1 Introduction; 1.1 Types of Embankment Dam; 1.2 Hydraulic Fracturing; 1.3 Failure of the Teton Dam; 1.4 Erosion Damage of the Balderhead Dam; 1.5 Leakage of the Hyttejuvet Dam; 1.6 Self-Healing of Core Cracks; 1.7 Technical Route for Present Study; 1.8 Summary; References; Chapter 2 Review of Literature; 2.1 Introduction; 2.2 Theories of Hydraulic Fracturing; 2.2.1 Theories Based on Circular Cavity Expansion Theory; 2.2.2 Theories Based on Spherical Cavity Expansion Theory. 
505 8 |a 2.2.3 Theories Based on True Triaxial Stress State Analyses2.2.4 Empirical Formulas; 2.2.5 Theories Based on Fracture Mechanics; 2.3 Laboratory Experimental Studies on Hydraulic Fracturing; 2.3.1 Cylindrical Sample; 2.3.2 Rectangular Sample; 2.4 Field Testing Studies of Hydraulic Fracturing; 2.5 Model Testing Studies of Hydraulic Fracturing; 2.6 Numerical Simulations of Hydraulic Fracturing; 2.7 Analysis Method for Hydraulic Fracturing; 2.8 Summary; References; Chapter 3 Conditions and Mechanisms of Hydraulic Fracturing; 3.1 Introduction; 3.2 Conditions for Hydraulic Fracturing. 
505 8 |a 3.2.1 Crack Located at the Upstream Face of Core3.2.2 Low Permeability of Core Soil; 3.2.3 Rapid Impounding; 3.2.4 Unsaturated Soil Core; 3.3 Mechanical Mechanism of Hydraulic Fracturing; 3.4 Modes of Fracture in Fracture Mechanics; 3.5 Summary; References; Chapter 4 Fracture Toughness and Tensile Strength of Core Soil; 4.1 Introduction; 4.2 Tested Soil; 4.3 Testing Technique on Fracture Toughness; 4.3.1 Testing Method; 4.3.2 Apparatus; 4.3.3 Testing Procedures; 4.3.4 Testing Program; 4.4 Testing Results on Fracture Toughness; 4.4.1 Suitability of Linear Elastic Fracture Mechanics. 
505 8 |a 4.4.2 Influence Factors on Fracture Toughness4.5 Testing Technique on Tensile Strength; 4.5.1 Testing Method and Apparatus; 4.5.2 Calculation of Tensile Strength; 4.5.3 Testing Procedures; 4.5.4 Testing Program; 4.6 Testing Results on Tensile Strength; 4.6.1 Water Content; 4.6.2 Dry Density; 4.6.3 Preconsolidation Pressure; 4.7 Relationship between Fracture Toughness and Tensile Strength; 4.8 Discussions; 4.8.1 Soils from References; 4.8.2 Rocks from References; 4.9 Summary; References; Chapter 5 Fracture Failure Criteria for Core Soil under I-II Mixed Modes; 5.1 Introduction. 
505 8 |a 5.2 Experimental Technique5.2.1 Loading Assembly; 5.2.2 Calculation Theory; 5.2.3 Testing Procedures; 5.2.4 Test Program; 5.3 Testing Results; 5.4 Fracture Failure Criteria; 5.5 Discussions; 5.5.1 Testing Technique; 5.5.2 Failure Criteria; 5.6 Summary; References; Chapter 6 Hydraulic Fracturing Criterion; 6.1 Introduction; 6.2 Failure Criterion; 6.2.1 Simplification of a Crack; 6.2.2 Criterion; 6.3 Cubic Specimen with a Crack; 6.3.1 Calculation of KI; 6.3.2 Calculation of KII; 6.3.3 Calculation of (KI2 + KII2)0.5; 6.3.4 Dangerous Crack Angle; 6.4 Core with a Transverse Crack. 
520 |a Presents a systematic and comprehensive study of hydraulic fracturing, original in its concentration of core soil problems There have been a number of well-studied cases in which dams have failed or been damaged by concentrated leaks for no apparent cause. In some of these experiences, investigators concluded that differential settlement cracks were the probable causes, even though no cracks were seen on the surface. In these examples, it was not determined whether the crack was open before the reservoir filled or whether it might have opened afterw. 
650 0 |a Earth dams. 
650 0 |a Dam failures. 
650 0 |a Hydraulic fracturing. 
650 4 |a Dam failures. 
650 4 |a Earth dams. 
650 4 |a Hydraulic fracturing. 
650 7 |a TECHNOLOGY & ENGINEERING  |x Hydraulics.  |2 bisacsh 
650 7 |a Dam failures.  |2 fast  |0 (OCoLC)fst00887246 
650 7 |a Earth dams.  |2 fast  |0 (OCoLC)fst00900699 
650 7 |a Hydraulic fracturing.  |2 fast  |0 (OCoLC)fst00964643 
655 4 |a Electronic books. 
655 0 |a Electronic books. 
700 1 |a Jiaotong, Chongqing. 
776 0 8 |i Print version:  |a Wang, Jun-Jie.  |t Hydraulic fracturing in earth-rock fill dams.  |d Singapore : John Wiley & Sons Inc., 2014  |z 9781118725504  |w (DLC) 2013036920 
856 4 0 |u https://doi.org/10.1002/9781118725542  |z Full Text via HEAL-Link 
994 |a 92  |b DG1 

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