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شفت‌های حفاری شده در سنگ: تحلیل و طراحی

Drilled Shafts in Rock : Analysis and Design

جلد کتاب شفت‌های حفاری شده در سنگ: تحلیل و طراحی

معرفی کتاب «شفت‌های حفاری شده در سنگ: تحلیل و طراحی» (با عنوان لاتین Drilled Shafts in Rock : Analysis and Design) نوشتهٔ Lianyang Zhang، منتشرشده توسط نشر A.A. Balkema Publishers در سال 2004. این کتاب در فرمت pdf، زبان انگلیسی ارائه شده است.

Drilled shafts in rock are widely used as foundations of heavy structures such as highway bridges and tall buildings. Although much has been learned about the analysis and design of drilled shafts in rock, all the major findings are published in the form of reports and articles in technical journals and conference proceedings. This book is the first to present and summarize the latest information in one volume, highlighting for the reader the principle differences between foundations in soil, and foundations in rock masses containing discontinuities. This book presents methods for characterizing discontinuities in jointed rock masses, and considering their effects on the behaviour of drilled shafts. A valuable tool for practitioners in geological engineering, rock mechanics and foundation engineering. "Drilled shafts in rock are widely used as foundations of heavy structures such as highway bridges and tall buildings. Although much has been learned about the analysis and design of drilled shafts in rock, all the major findings are published in the form of reports and articles in technical journals and conference proceedings. This book is the first to present and summarize the latest information in one volume, highlighting for the reader the principle differences between foundations in soil, and foundations in rock masses containing discontinuities. This book presents methods for characterizing discontinuities in jointed rock masses, and considering their effects on the behaviour of drilled shafts. A valuable tool for practitioners in geological engineering, rock mechanics and foundation engineering."--Provided by publisher Book Cover......Page 1 Half-Title......Page 2 Title......Page 4 Copyright......Page 5 Contents......Page 6 Preface......Page 7 1 Introduction......Page 9 2 Intact rock and rock mass......Page 17 3 Characterization of discontinuities in rock......Page 44 4 Deformability and strength of rock......Page 88 5 Site investigation and rock testing......Page 181 6 Axial load capacity of drilled shafts in rock......Page 222 7 Axial deformation of drilled shafts in rock......Page 266 8 Lateral load capacity of drilled shafts in rock......Page 293 9 Lateral deformation of drilled shafts in rock......Page 307 10 Stability of drilled shaft foundations in rock......Page 357 11 Drilled shafts in karstic formations......Page 367 12 Loading test of drilled shafts in rock......Page 380 References......Page 412 Index......Page 431 Annotation Drilled shafts in rock are widely used as foundations of heavy structures such as highway bridges and tall buildings. Although much has been learnedabout the analysis and design of drilled shafts in rock, all the major findings arepublished in the form of reports and articles in technical journals and conference proceedings. This book is the first to present and summarize the latest information in one volume, highlighting for the reader the principle differences between foundations in soil, and foundations in rock masses containing discontinuities. This book presents methods for characterizing discontinuities in jointed rock masses, and considering their effects on the behaviour of drilled shafts. Avaluable tool for practitioners in geological engineering, rock mechanics and foundation engineering. Preface 1 Introduction1.1 Definition of Drilled Shafts1.2 Historical Development of Drilled Shafts1.3 Use of Drilled Shafts1.4 Characteristics of Drilled Shafts in Rock1.4.1 Effect of discontinuities1.4.2 Effect of groundwater1.4.3 Effect of karstic formations1.5 Considerations in the Design of Drilled Shafts2 Intact rock and rock mass2.1 Introduction2.2 Intact Rock2.2.1 Geological classification2.2.2 Engineering classification2.2.3 Typical values of intact rock properties2.3 Rock Mass2.3.1 Rock quality designation (RQD)2.3.2 Rock mass rating (RMR)2.3.3 Rock mass quality (Q)2.3.4 Geological st
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