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E-raamat: Software for Engineering Control of Landslide and Tunnelling Hazards

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(Indian Institute of Technology, Roorkee, India), (Central Mining Research Institute, Roorkee, India)
  • Formaat: EPUB+DRM
  • Ilmumisaeg: 02-Feb-2026
  • Kirjastus: A A Balkema Publishers
  • Keel: eng
  • ISBN-13: 9781040893616
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Software for Engineering Control of Landslide and Tunnelling HazardsSuurem pilt
  • Formaat: EPUB+DRM
  • Ilmumisaeg: 02-Feb-2026
  • Kirjastus: A A Balkema Publishers
  • Keel: eng
  • ISBN-13: 9781040893616
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Together with the CD-ROM, this text by Singh (Indian Institute of Technology, India) and Goel (Central Mining Research Institute, India) presents and explains the use of 18 software programs on landslide control and 6 programs on tunneling hazards. They emphasize the practical analytical solution of geological hazard control rather than rigorous numerical methods. Discussion of the collection of realistic input data based on the engineering behavior of rock masses, discontinuities, landslides, and tunneling hazards is also included. Annotation (c) Book News, Inc., Portland, OR (booknews.com)

This practical study comprises eighteen practical and field-tested software packages on landslide in soil and rock and a further six on tunnels, complete with source programs, user manuals and worked examples. Using these software packages, this book illustrates how geomaterials in hazardous areas can be analyzed for potential failure and how predictions based on realistic input data can be generated.
Preface xiii
PART 1: LANDSLIDE 1(196)
An Introduction to Landslide Programs
3(6)
A list of software packages
3(1)
Assumptions in stability analysis of rock slopes
4(1)
Suggested approaches
5(1)
Features of the computer program
5(1)
Units used
6(1)
Use of computer programs
6(3)
Reference
7(2)
Inherently Stable Support Systems in Rock Engineering
9(12)
Design philosophy in civil engineering
9(1)
A concept of limit state design
10(1)
The management of uncertainties
10(1)
The choice of rock bolt
11(1)
The choice of the type of shotcrete to be used
12(1)
Reinforced rock portal
13(1)
Reinforced rock arch/ring
14(1)
Reinforced rock breast wall
15(1)
Reinforced soil breast wall
15(1)
A concrete dam on an undulating rock foundation
16(1)
A RCC frame structure in seismic hilly areas
16(1)
Precautions
17(4)
References
19(2)
Types of Failures of Rock and Soil Slopes
21(16)
Introduction
21(1)
Planar (translational) failure
21(1)
3D wedge failure
21(2)
Circular (rotational) failure
23(1)
Toppling failure (topples)
23(1)
Ravelling slopes (falls)
24(1)
Slope height and ground water effect on slope angle
24(2)
A basic landslide classification system
26(1)
Causative classification
27(1)
A classification system of landslides
27(1)
Landslides in over-consolidated clays
27(8)
Landslide dams
35(1)
Do's and don'ts in landslide areas
35(2)
References
35(2)
A Practical Approach to Stability Analysis of Slopes
37(10)
Philosophy
37(1)
A definition of the problem
38(1)
An approach to the problem
39(1)
Limitations of analytical models
39(1)
The myth of lubrication effect during saturation
40(1)
Back analysis of slopes
40(2)
Dynamic settlement during earthquakes
42(2)
The value of judgement
44(3)
References
44(3)
The Strength of Discontinuities
47(10)
Introduction
47(1)
Joint wall roughness coefficient (JRC)
48(2)
Joint wall compressive strength (JCS)
50(2)
Joint matching coefficient (JMC)
52(1)
The angle of internal friction
52(1)
The shear strength of joints
53(1)
The dynamic shear strength of rough rock joints
54(1)
The normal and shear stiffness of rock joints
55(2)
References
55(2)
Shear Strength of Rock Masses in Slopes
57(6)
Mohr-Coulomb strength parameters
57(1)
Non-linear failure envelopes for rock masses
57(3)
The strength of rock masses in slopes
60(2)
Back analysis of distressed slopes
62(1)
References
62(1)
Stereographic Analysis of Joint Data -- Stereo
63(4)
General
63(2)
User's manual -- STEREO
65(2)
References
66(1)
Planar Slide
67(16)
General
67(1)
Design of the rock anchor system
67(2)
Analysis of a slope with planar slide -- SASP
69(1)
User's manual -- SASP
69(4)
Reservoir slope with planar slide -- SARP
73(1)
User's manual -- SARP
73(2)
Back analysis of a slope with planar slide -- BASP
75(1)
User's manual -- BASP
76(2)
Safe angle of a cut slope -- ASP
78(1)
User's manual -- ASP
79(4)
References
81(2)
A Simple Analysis of 3D Rock Wedge
83(12)
General
83(1)
A simple analysis of Hoek and Bray (1981)
83(2)
Assumptions
85(1)
Field verification
85(1)
Dynamic settlement
85(1)
User's manual -- SASW
85(4)
The angle of cut slope with wedge failure -- ASW
89(2)
User's manual -- ASW
91(4)
References
94(1)
A Rigorous Analysis of 3D Rock Wedge -- Wedge
95(10)
Wedge failure
95(1)
An analysis of tetrahedral wedge
95(1)
The rigorous solution
96(2)
Dynamic settlement
98(1)
The stability of foundation on rock wedge
98(1)
Remedial measures
98(2)
User's manual -- Wedge
100(5)
References
103(2)
Toppling Failure -- Topple
105(6)
General
105(1)
Basic principles
106(1)
Assumptions
106(1)
User's manual -- Topple
107(4)
References
110(1)
Circular Slides
111(18)
Circular slides
111(1)
The program SARC
111(4)
User's manual -- SARC
115(3)
Back analysis of natural slopes -- BASC
118(2)
User's manual -- BASC
120(4)
A safe angle of cut slope -- ASC
124(1)
User's manual -- ASC
125(4)
References
127(2)
Debris Slide
129(10)
The debris slide
129(1)
The program SAST
130(1)
Surfacial landslides
131(2)
User's manual -- SAST
133(3)
Back analysis of debris slide -- BAST
136(1)
User's manual -- BAST
137(2)
References
138(1)
A Stability Analysis of Slopes with Non-Circular Slip Surface and Non-Vertical Slices -- Sanc
139(8)
Introduction
139(1)
The program SANC
139(2)
Applications
141(1)
Concluding remarks
142(1)
User's manual -- SANC
143(4)
References
145(2)
Waves Due to a Landslide in a Reservoir -- Wave
147(4)
Background
147(1)
The program WAVE
147(1)
User's manual -- WAVE
148(3)
References
150(1)
Retaining Walls and Breast Walls -- Retain
151(10)
General
151(1)
Design considerations
151(3)
The program RETAIN
154(3)
User's manual -- RETAIN
157(4)
References
159(2)
Footing on Slopes
161(4)
General
161(1)
The program QULT
161(2)
User's manual -- QULT
163(2)
References
164(1)
Slope Mass Rating (SMR)
165(12)
The slope mass rating (SMR)
165(3)
Slope stability classes
168(1)
Support measures
169(1)
A modified SMR approach
170(1)
A case study of stability analysis
171(6)
References
176(1)
Landslide Hazard Zonation
177(20)
Introduction
177(1)
Landslide hazard zonation maps: The methodology
178(6)
A case history (Gupta and Anbalagan, 1995)
184(11)
A proposition for tea gardens
195(1)
Geographic Information Systems
195(2)
References
195(2)
PART 2: TUNNELLING 197(134)
An Introduction to Software Packages on Underground Openings in Rock Mass
199(6)
A list of software programs and their features
199(3)
The use of computer programs
202(3)
References
203(2)
Rock Mass Quality (Q)-System
205(8)
The Q-System
205(1)
The width of self-supporting tunnels
206(1)
Support pressure in an opening with an arched roof
206(3)
The effect of earthquakes on support pressure
209(1)
Design of supports
210(3)
References
211(2)
Tunnelling Hazards
213(10)
Introduction
213(2)
Tunnelling Hazards
215(3)
Empirical approach for degree of squeezing
218(3)
Sudden flooding of tunnels
221(1)
Chimney formation
221(1)
Concluding remarks
221(2)
References
221(2)
Deformability, Strength and in Situ Stresses
223(14)
General
223(1)
Modulus of deformation
223(2)
Strength enhancement and a new failure theory
225(3)
Poor rock masses
228(1)
Failure of inhomogeneous geological material
228(1)
Residual strength parameters
229(1)
Coefficient of volumetric expansion
229(1)
The critical strain of rock mass
229(1)
The safe bearing capacity of rock mass
230(1)
In situ stresses
231(6)
References
234(3)
Underground Wedge Analysis -- Uwedge
237(16)
General
237(1)
Assumptions
237(1)
A support system for caverns and tunnels
238(1)
A support system for shafts
238(4)
A support system for portals and half-tunnels
242(1)
User's manual -- UWEDGE
242(11)
References
252(1)
Support Pressure in Squeezing Ground Condition -- Squeeze
253(12)
Initiation of squeezing inside tunnels
253(1)
Software SQUEEZE
253(2)
Assumptions
255(1)
Validation of theory in the field
256(1)
User's manual - SQUEEZE
256(9)
References
263(2)
Empirical Design of Support System for Underground Opening in Rock Mass -- TM
265(22)
General
265(1)
Software TM
266(2)
The experience in poor rock conditions
268(1)
Instrumentation
268(1)
Drainage measures
269(1)
Special situations
270(1)
Concluding remarks
271(2)
User's manual -- TM
273(14)
References
284(3)
Concrete Lining in Pressure Tunnels -- Lining
287(16)
Introduction
287(1)
PCC lining in pressure tunnels
287(3)
Steel linear in penstock
290(1)
Hydraulic fracturing at junction of penstock
290(1)
A validation of theory in the field
291(1)
User's manual -- Lining
291(12)
References
301(2)
A Two-Dimensional Boundary Element Method -- BEM
303(12)
General
303(3)
User's manual -- BEM
306(9)
References
313(2)
Subsidence Due to Mining -- Mseams
315(12)
General
315(1)
Capabilities of the program
316(1)
The tolerance limit of structures
316(3)
User's manual -- MSEAMS
319(8)
References
326(1)
Web Sites in Rock Engineering
327(4)
Introduction
327(1)
The World Wide Web
327(1)
Usenet
328(1)
The URLs of some interesting sites
328(3)
References
330(1)
Appendix
1. Units Used in the Computer Programs		 331(2)
Appendix
2. Do's and Don'ts in Case of a Landslide		 333(2)
Appendix
3. Shear and Normal Stiffness of Rock Joints		 335(4)
Appendix
4. Instructions for Using the Computer Program/Software CD in the Windows Environment		 339(2)
Author Index 341(2)
Subject Index 343
Bhawani Singh, R.K. Goel
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