Determination of geotechnical parameters for underground trenchless construction design

[1]  M. Pourkermani,et al.  Engineering geology and geotechnical characterization of Tabriz Metro Line 2, Iran , 2021, SN Applied Sciences.

[2]  Tsuneo Imai,et al.  Relationships between N-value by SPT and LLT measurement results , 2021 .

[3]  T. Imai,et al.  Correlation of N value with S-wave velocity and shear modulus , 2021, Penetration Testing.

[4]  T. R. Sanglerat,et al.  Pitfalls of the SPT , 2021 .

[5]  I. Moore,et al.  Experimental Investigation Examining Influence of Burial Depth on Stability of Horizontal Boreholes in Sand , 2020 .

[6]  Chao Kang,et al.  Numerical Modeling of the Annular Failure Pressure during HDD in Noncohesive Soils , 2020 .

[7]  J. Briaud,et al.  Modulus to SPT Blow Count Correlation for Settlement of Footings on Sand , 2020 .

[8]  M. Ismail,et al.  Assessment of the Twin-Tunnel Interaction Mechanism in Kenny Hill Formation Using Contraction Ratio Method , 2020 .

[9]  L. Caldeira,et al.  Engineering Geological Studies for the New Drainage Tunnels of Lisbon , 2018, IAEG/AEG Annual Meeting Proceedings, San Francisco, California, 2018 - Volume 2.

[10]  İ. Akkaya,et al.  An approach for determining the relationship between the parameters of pressuremeter and SPT in different consistency clays in Eastern Turkey , 2018, Bulletin of Engineering Geology and the Environment.

[11]  Hamid Chakeri,et al.  Simple and Non-Linear Regression Techniques Used in Sandy-Clayey Soils to Predict the Pressuremeter Modulus and Limit Pressure: A Case Study of Tabriz Subway , 2018 .

[12]  M. B. Anwar.  Correlation between PMT and SPT results for calcareous soil , 2018 .

[13]  Song-yu Liu,et al.  SPT–CPTU Correlations and Liquefaction Evaluation for the Island and Tunnel Project of the Hong Kong–Zhuhai–Macao Bridge , 2018 .

[14]  Daniela Boldini,et al.  Standard penetration test , 2016 .

[15]  A. Cheshomi,et al.  Estimating Menard pressuremeter modulus and limit pressure from SPT in silty sand and silty clay soils. A case study in Mashhad, Iran , 2015 .

[16]  Keh-Jian Shou,et al.  Numerical simulation for the estimation the jacking force of pipe jacking , 2015 .

[17]  H. M. Algın,et al.  Determination of Relationships Between Menard Pressuremeter Test and Standard Penetration Test Data by Using ANN model: a Case Study on the Clayey Soil in Sivas, Turkey , 2014 .

[18]  Jean-Louis Briaud,et al.  Geotechnical Engineering , 2013 .

[19]  Tadesse Meskele,et al.  Engineering design and analysis of pipe ramming installations , 2013 .

[20]  Gyu-Jin Bae,et al.  A numerical study on the three-dimensional ground movement by the trenchless construction method of concrete box by a square steel pipe supporting system , 2012 .

[21]  A. Kayabaşı,et al.  Prediction of pressuremeter modulus and limit pressure of clayey soils by simple and non-linear multiple regression techniques: a case study from Mersin, Turkey , 2012, Environmental Earth Sciences.

[22]  Armin W. Stuedlein,et al.  Preliminary Design and Engineering of Pipe Ramming Installations , 2012 .

[23]  Ilknur Bozbey,et al.  Correlation of standard penetration test and pressuremeter data: a case study from Istanbul, Turkey , 2010 .

[24]  John P. Turner,et al.  Drilled Shafts: Construction Procedures and LRFD Design Methods: NHI Course No. 132014:Geotechnical Engineering Circular No. 10 , 2010 .

[25]  T. G. Sitharam,et al.  Relationship between Low Strain Shear Modulus and Standard Penetration Test N Values , 2010 .

[26]  O. Sivrikaya.  Comparison of Artificial Neural Networks models with correlative works on undrained shear strength , 2009 .

[27]  Hiroshan Hettiarachchi,et al.  Closure of "Use of SPT Blow Counts to Estimate Shear Strength Properties of Soils: Energy Balance Approach" , 2009 .

[28]  Hongwei Xia,et al.  Investigation of Maximum Mud Pressure within Sand and Clay during Horizontal Directional Drilling , 2009 .

[29]  D. Elwood.  HYDRAULIC FRACTURE EXPERIMENTS IN A FRICTIONAL MATERIAL AND APPROXIMATIONS FOR MAXIMUM ALLOWABLE MUD PRESSURE , 2008 .

[30]  Saffet Yagiz,et al.  Relationship between the standard penetration test and the pressuremeter test on sandy silty clays: a case study from Denizli , 2008 .

[31]  Haluk Akgün,et al.  Engineering geological investigations and the preliminary support design for the proposed Ordu Peripheral Highway Tunnel, Ordu, Turkey , 2008 .

[32]  Fred H. Kulhawy,et al.  Discussion of “Drilled Shaft Side Friction in Gravelly Soils” by Kyle M. Rollins, Robert J. Clayton, Rodney C. Mikesell, and Bradford C. Blaise , 2007 .

[33]  Osman Sivrikaya,et al.  Determination of undrained strength of fine-grained soils by means of SPT and its application in Turkey , 2006 .

[34]  Ian D. Moore,et al.  Estimation of maximum mud pressure in purely cohesive material during directional drilling , 2006 .

[35]  R. Michalowski.  Coefficient of Earth Pressure at Rest , 2005, Geotechnical Correlations for Soils and Rocks.

[36]  Paul W. Mayne,et al.  GEOTECHNICAL ENGINEERING CIRCULAR NO. 5: EVALUATION OF SOIL AND ROCK PROPERTIES , 2002 .

[37]  B. Keulen,et al.  Maximum allowable pressures during horizontal directional drillings focused on sand , 2001 .

[38]  L C Reese,et al.  DRILLED SHAFTS: CONSTRUCTION PROCEDURES AND DESIGN METHODS , 1999 .

[39]  Jason S. Lueke,et al.  Utilization of trenchless construction methods by canadian municipalities , 1999 .

[40]  R. S. Olsen,et al.  CYCLIC LIQUEFACTION BASED ON THE CONE PENETROMETER TEST , 1997 .

[41]  I. Jefferson,et al.  Soil mechanics in engineering practice , 1997 .

[42]  Akihiko Uchida,et al.  EMPIRICAL CORRELATION BETWEEN PENETRATION RESISTANCE AND INTERNAL FRICTION ANGLE OF SANDY SOILS , 1996 .

[43]  内田 明彦,et al.  EMPIRICAL CORRELATION BETWEEN PENETRATION RESISTANCE AND INTERNAL FRICTION ANGLE OF SANDY SOILS , 1996 .

[44]  Mary Stroup-Gardiner,et al.  Construction Productivity Advancement Research (CPAR) Program , 1992 .

[45]  Fred H. Kulhawy,et al.  Manual on estimating soil properties for foundation design , 1990 .

[46]  Paul W. Mayne,et al.  Profiling OCR in Stiff Clays by CPT and SPT , 1988 .

[47]  Alec Westley Skempton,et al.  Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation , 1986 .

[48]  Robert V. Whitman,et al.  Overburden Correction Factors for SPT in Sand , 1986 .

[49]  Riley M. Chung,et al.  Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations , 1985 .

[50]  H. Bolton Seed,et al.  Evaluation of Liquefaction Potential Using Field Performance Data , 1983 .

[51]  Silvano Marchetti,et al.  In Situ Tests by Flat Dilatometer , 1980 .

[52]  J. Schmertmann,et al.  Energy Dynamics of SPT , 1979 .

[53]  H. Reitz.  Discussion of SPT and Relative Density in Coarse Sands by William F. Marcuson III and Wayne A. Bieganousky , 1978 .

[54]  J Biarez,et al.  BEARING CAPACITY AND SETTLEMENT OF PILE FOUNDATIONS , 1977 .

[55]  R. A. Fraser,et al.  Numerical Analysis of Rectangular Rafts on Layered Foundations , 1976 .

[56]  M. A. Stroud,et al.  The standard penetration test in insensitive clays and soft rocks , 1975 .

[57]  Tokiharu Ohta,et al.  SHEAR MODULUS AND SHEAR STRENGTH OF COHESIVE SOILS , 1974 .

[58]  原田 昭夫,et al.  SHEAR MODULUS AND SHEAR STRENGTH OF COHESIVE SOILS , 1974 .

[59]  Ryoji Iwasaki,et al.  ON DYNAMIC SHEAR MODULI AND POISSON'S RATIOS OF SOIL DEPOSITS , 1973 .

[60]  大崎 順彦,et al.  ON DYNAMIC SHEAR MODULI AND POISSON'S RATIOS OF SOIL DEPOSITS , 1973 .

[61]  E. D. Beer.  The penetrometer and soil exploration. Interpretation of penetration diagrams — Theory and practice , 1973 .

[62]  V. Drnevich,et al.  SHEAR MODULUS AND DAMPING IN SOILS: DESIGN EQUATIONS AND CURVES , 1972 .

[63]  F. Tavenas,et al.  Étude des sables submergés par échantillonnage non remanié , 1970 .

[64]  R. Peck.  Deep excavations and tunnelling in soft ground , 1969 .

[65]  N. Janbu.  Soil Compressibility as Determined by Oedometer and Triaxial Tests , 1963 .

[66]  H. J. Gibbs,et al.  Research on determining the density of sands by spoon penetration testing , 1956 .

[67]  Hossein Masoumi,et al.  An Empirical Approach to Estimate EPMT and PL of Silty Clays based on SPT , 2020, Acta Montanistica Slovaca.

[68]  Choong-Ki Chung,et al.  Case Study of Correlation between the SPT-N Value and PMT Results Performed on Weathered Granite Zone in Korea , 2019 .

[69]  H. Akgün,et al.  Geotechnical characteristics and empirical geo-engineering relations of the South Pars Zone marls, Iran , 2019 .

[70]  G. Steinbichler,et al.  APPLICATION OF HYBRID MODELING IN POLYMER PROCESSING , 2019 .

[71]  Michael H Talbot,et al.  Dynamic Cone Penetration Tests for Liquefaction Evaluation of Gravelly Soils , 2018 .

[72]  A. Rostami.  Prediction and Evaluation of Annular Pressure in Horizontal Directional Drilling , 2017 .

[73]  Rini Asnida Abdullah,et al.  A review on methods of predicting tunneling induced ground settlements , 2014 .

[74]  I. Towhata.  Geotechnical Earthquake Engineering , 2008 .

[75]  Michael W. O'Neill,et al.  Improvement of the Geotechnical Axial Design Methodology for Colorado's Drilled Shafts Socketed in Weak Rocks , 2005 .

[76]  Jey K. Jeyapalan,et al.  Modulus of Soil Reaction (E′) Values for Pipeline Design , 2004 .

[77]  Haluk Akgün,et al.  Design of anchorage and assessment of the stability of openings in silty, sandy limestone: a case study in Turkey , 2004 .

[78]  H. El-Ramly,et al.  Probabilistic analyses of landslide hazards and risks: bridging theory and practice , 2001 .

[79]  Y. Ichioka,et al.  Prediction of jacking forces for microtunnelling operations , 1999 .

[80]  C.R.I. Clayton,et al.  SPT energy transmission: theory, measurement and significance , 1990 .

[81]  L. Décourt.  The standard penetration test, state-of-the-art report , 1989 .

[82]  Paul W Wayne,et al.  DILATOMETER EXPERIENCE IN WASHINGTON, D.C., AND VICINITY , 1988 .

[83]  Charles O. Riggs,et al.  North American Standard Penetration Test Practice: An Essay , 1986 .

[84]  G. Sowers,et al.  Introductory Soil Mechanics and Foundations: Geotechnical Engineering , 1982 .

[85]  Amster K. Howard,et al.  Modulus of Soil Reaction Values for Buried Flexible Pipe , 1977 .

[86]  John H. Schmertmann,et al.  Measurement of In Situ Shear Strength , 1975 .

[87]  G. G. Meyerhof.  Penetration Tests and Bearing Capacity of Cohesionless Soils , 1956 .

[88]  H. Dines.  ‘Soil’ Mechanics , 1944, Nature.

[89]  M G Spangler,et al.  THE STRUCTURAL DESIGN OF FLEXIBLE PIPE CULVERTS , 1938 .