LEADER 00000cam a2200697Ka 4500 001 ocn733937724 003 OCoLC 005 20160805111526.6 006 m o d 007 cr cn||||||||| 008 110701s2011 mau ob 001 0 eng d 019 742419393|a742517097 020 9780123858788|q(electronic book) 020 012385878X|q(electronic book) 020 9780123858795|q(electronic book) 020 0123858798|q(electronic book) 035 (OCoLC)733937724|z(OCoLC)742419393|z(OCoLC)742517097 040 OPELS|beng|epn|cOPELS|dOCLCQ|dN$T|dE7B|dOCLCQ|dCDX|dOCLCQ |dTEF|dB24X7|dOCLCQ|dDEBSZ|dOCLCQ|dOCLCO|dYDXCP|dOCLCQ |dOCLCO|dOCLCF|dOCLCO|dOCLCQ 049 RIDW 050 4 TA705|b.S53638 2011eb 072 7 TRA|x004020|2bisacsh 082 04 625.1/22|222 090 TA705|b.S53638 2011eb 100 1 Singh, Bhawani.|0https://id.loc.gov/authorities/names/ n99253711 245 10 Engineering rock mass classification :|btunneling, foundations, and landslides /|cBhawani Singh & R.K. Goel. 264 1 Burlington, MA :|bButterworth-Heinemann,|c2011. 300 1 online resource 336 text|btxt|2rdacontent 337 computer|bc|2rdamedia 338 online resource|bcr|2rdacarrier 340 |gpolychrome|2rdacc 347 text file|2rdaft 504 Includes bibliographical references and index. 505 0 Chapter 1: Quantitative Classifications. Chapter 2: Shear Zone Treatment in Tunnels and Foundations. Chapter 3: Rock Material. Chapter 4: Rock Quality Designation. Chapter 5: Terzaghi's Rock Load Theory. Chapter 6: Rock Mass Rating (RMR). Chapter 7: Prediction of Ground Conditions for Tunnelling. Chapter 8: Rock Mass Quality (Q) -- System. Chapter 9: Rock Mass Number. Chapter 10: Rock Mass Index. Chapter 11: Rate of Tunnelling. Chapter 12: Support System in Caverns. Chapter 13: Strength Enhancement of Rock Mass in Tunnels. Chapter 14: Strength of Discontinuities. Chapter 15: Shear Strength of Rock Masses in Slopes. Chapter 16: Types of Rock Slope Failures. Chapter 17: Slope Mass Rating (SMR). Chapter 18: Allowable Bearing Pressure for Building Foundations. Chapter 19: Method of Excavation. Chapter 20: Rock Drillability. Chapter 21: Permeability and Groutability. Chapter 22: Gouge Material. Chapter 23: Engineering Properties of Hard Rock Masses. Chapter 24: Geological Strength Index (GSI). Chapter 25: Evaluation of Critical Rock Parameters. Chapter: 26: In situ Stresses. 520 Rock mass classification methods are commonly used at the preliminary design stages of a construction project when there is very little information. It forms the bases for design and estimation of the required amount and type of rock support and groundwater control measures. Encompassing nearly all aspects of rock mass classifications in detail, Civil Engineering Rock Mass Classification: Tunnelling, Foundations and Landsides provides construction engineers and managers with extensive practical knowledge which is time-tested in the projects in Himalaya and other parts of the world in complex geological conditions. Rock mass classification is an essential element of feasibility studies for any near surface construction project prior to any excavation or disturbances made to earth. Written by an author team with over 50 years of experience in some of the most difficult mining regions of the world, Civil Engineering Rock Mass Classification: Tunnelling, Foundations and Landsides provides construction engineers, construction managers and mining engineers with the tools and methods to gather geotechnical data, either from rock cuts, drifts or core, and process the information for subsequent analysis. The goal is to use effective mapping techniques to obtain data can be used as input for any of the established rock classification systems. The book covers all of the commonly used classification methods including: Barton's Q and Q' systems, Bieniawski's RMR, Laubscher's MRMR and Hoek's and GSI systems. With this book in hand, engineers will be able to gather geotechnical data, either from rock cuts, drifts or core, and process the information for subsequent analysis. Rich with international case studies and worked out equations, the focus of the book is on the practical gathering information for purposes of analysis and design. Identify the most significant parameters influencing the behaviour of a rock mass. Divide a particular rock mass formulation into groups of similar behaviour, rock mass classes of varying quality. Provide a basis of understanding the characteristics of each rock mass class Relate the experience of rock conditions at one site to the conditions and experience encountered at others Derive quantitative data and guidelines for engineering design Provide common basis for communication between engineers and geologists. 588 0 Print version record. 590 eBooks on EBSCOhost|bEBSCO eBook Subscription Academic Collection - North America 650 0 Engineering geology.|0https://id.loc.gov/authorities/ subjects/sh85043221 650 0 Tunneling.|0https://id.loc.gov/authorities/subjects/ sh85138670 650 0 Foundations.|0https://id.loc.gov/authorities/subjects/ sh85051049 650 0 Landslides|0https://id.loc.gov/authorities/subjects/ sh85074477|xPrevention.|0https://id.loc.gov/authorities/ subjects/sh99002416 650 0 Rocks|vClassification.|0https://id.loc.gov/authorities/ subjects/sh2010111352 650 0 Rock mechanics.|0https://id.loc.gov/authorities/subjects/ sh85114673 650 7 Engineering geology.|2fast|0https://id.worldcat.org/fast/ 910529 650 7 Tunneling.|2fast|0https://id.worldcat.org/fast/1158972 650 7 Foundations.|2fast|0https://id.worldcat.org/fast/933266 650 7 Landslides|xPrevention.|2fast|0https://id.worldcat.org/ fast/992091 650 7 Landslides.|2fast|0https://id.worldcat.org/fast/992079 650 7 Rocks|xClassification.|2fast|0https://id.worldcat.org/fast /1099417 650 7 Rock mechanics.|2fast|0https://id.worldcat.org/fast/ 1099183 655 4 Electronic books. 655 7 Classification.|2fast|0https://id.worldcat.org/fast/ 1697073 700 1 Goel, R. K.,|d1960-|0https://id.loc.gov/authorities/names/ n2002014231 776 08 |iPrint version:|aSingh, Bhawani.|tEngineering rock mass classification.|dBurlington, MA : Butterworth-Heinemann, 2011|z9780123858788|w(DLC) 2011006029|w(OCoLC)708761573 856 40 |uhttps://rider.idm.oclc.org/login?url=http:// search.ebscohost.com/login.aspx?direct=true&scope=site& db=nlebk&AN=376890|zOnline eBook. Access restricted to current Rider University students, faculty, and staff. 856 42 |3Instructions for reading/downloading this eBook|uhttp:// guides.rider.edu/ebooks/ebsco 901 MARCIVE 20231220 948 |d20161013|cEBSCO|tebscoebooksacademic new |lridw 994 92|bRID