Bibliografía CPT / CPTU

Bibliografía Dilatómetro de Marchetti DMT

Bibliografía Presiómetro Ménard

Bibliografía Vane-Test

BIBLIOGRAFIA CPT/CPTU

ACAR, Y,, 1981,"Piezocone penetrating testing in soft cohesive soils", Fugro, Activity Report 4,

ACAR, Y, y FARRAG, 1988, "Discussion on consolidation after undrained Piezocone penetration, I: prediction," ASCE Jour, Geotech, Eng,, 114,

AMAR, S,, y JEZEQUEL, 1,, 1972, "Essais en place et en laboratoire sur sols cohérents, Comparaison des résultats", Bull, Lab, Ponts et Chauss,, nº 61

BALDI, G,, R, BELLOTI, V, GHIONA, M, JAMIOLKOWSKI y E, PASQUALINI, 1981,"Cone resistence of a dry medium sand,"10th, International conf, on Soil Mech, and Found, Eng, Stockholm, Vol2,

BALDI, G,, R,BELLOTI, V,GHIONA, M, JAMIOLKOWSKI y E,PASQUALINI, 1986,"Interpretation of CPT' sand CPTU's, 2nd part: Drained penetration of sands,"4th Int, Geotech, Sem,, Nenying Tech, Inst,, Singapore, Fieldinst, & insitu meas,

BALIGH, M, M,, 1976,"Cavity expansion in sand with curves envelopes," Jour, Geot, Eng, Div,, ASCE, Vol102, nº GT11,

BALIGH, M,M, y J,N, LEVADOUX, 1980,"Pore pressure dissipation after cone penetration," Massachusetts Inst, of Technol, ,Dept, of Civil Eng,, Cambridge,

BALIGH, M,M,, A,S, AZZOUS, A,Z, WISSA, R,T, MARTIN, M,J, MORRISON, 1981,"The piezocone penetrometrer," ASCE, Geot, Div,, Symp, on CPT and exper,, St,Louis,

BATTAGLIO M, ,M, JAMIOLKOWSKI ,R, LANCELLOTTA, E, PASQUALINI, 1981, "Piezometer probe test in cohesive deposits," ASCE Geot, Div, Symp, on Cone Penetration and Exper,, StLouis,

BATTAGLIO M,, D BRUZZI, M, JAMIOKOWSKI, R, LANCELLOTTA, 1986,"Undrained penetration of saturated clays," Proc ,IV Int, Geot, Sem,, Singapore,

BRATON, J,L,y TIMIAN, D,A,N, 1995, "Enviromental site applications of the CPT", Proc, Int, Symp, on Cone Pen, Testing, CPT’95, Linköping,

CAMPANELLAR, G,, D, GILLESPIE, P,K, ROBERTSON, 1982,"Pore pressure during cone penetration testing," Proc, ESOPT2, Amstermdam,

CAMPANELLAR, G, y P,K ,ROBERTSON, 1988," Current status of the piezocone test," Proc, ISOPT1, Orlando,

CANOU J,, 1987,"Application d'un essai au minipiézocône á l'etude de la liquéfaction des sables,"Raport CERMES, ENPC, Paris,

CESTARI ,F,, 1990," Prove Geoteniche in sito," Ed, Geo-Graph, Segrate, Milan,

CUELLAR, V,, C, OTEO, C, OLALLA y J,L, MONTE, 1991 ,"Defromabilidad de los suelos limosos del Puerto de Huelva," Ingenería Civil Nº 81,

DEVINCENZI, M,, y GOMEZ, R 1996, "Ensayo de penetración estática (CPT) y el piezocono (CPTU)", Ingeopres nº 36,

DOBIE, M,J,D,, 1988, ," A study of cone penetration tests in the Singapore marine clay,"

DOUGLAS B,J, y R,S, OLSEN, 1981, "Soil classification using the electric cone penetrometer," ASCE Geot, Div, Symp, on Cone Penet, Testing and Exper, St,Louis,

DOUGLAS B,J,, 1984 en fhwa new

DURGUNOGLU, H,T, y J,K, MITCHELL, 1975," Static penetration resistence of soil: I Analysis," Proc, ASCE Spec, Conf, on in situ Meas, of Soil Param,, Raleigh, USA,

GOMEZ, R y DEVINCENZI, M,, 1995, "Settlements evolution forecasting for a future coal stock piling on Guadarranque industrial area", Proc, Int, Symp, on Cone Pen, Testing, CPT’95, Linköping,

GOMEZ, R y DEVINCENZI, M,, 1996, "Seguimiento de la evolución de asientos para un futuro parque de carbones en el Polígono Industrial de Guadarranque, Cádiz (España), Ingeniería Civil nº 103

GUPTA, R,C, y J,L DAVIDSON, 1986, "Piezoprobe determined coefficient of consolidation," Soils and Foundations, 26(3),

JAMIOLKOWSKI, M,, C, C, LADD, J T, GERMAINE, R, LANCELLOTTA, 1985,"New developments in field and laboratory testing of soils,"Proc, XI ICSMFE, San Francisco,

JANBU, N, y K, SENNESET, 1974, "Efective stress interpretation of in situ static penetration test," Proc, ESOPT1, Stockholm,

JONES, G,A, y E, RUST, 1982, "Piezometer penetration testing," Proc, ESOPT 2, Amsterdam,

JONES, G,A, y E, RUST, 1995, "Piezocone settlement prediction parameters for embankments on alluvium", Proc, Int, Symp, on Cone Pen, Testing, CPT’95, Linköping,

LAAD, C,C, y R, FOOT, 1974, "New design Procedure for stability of soft clays," JGED ASCE, GT7,

LAAD, C,C,, R, FOOT, K, ISHITHARA, F, SCHOLSSER, H,G, POULOS, 1977, "Stress-deformation and strength characteristics," Proc, IX ICSMFE, Tokio,

LARSSON, R,, 1995, "The cpt Test, Equipment - Testing - Evaluation, An In Situ Method for Determination of Stratigraphy and properties in soil profiles", SGI, Swedish Geotechnical Institute Information 15 E, Linköping,

LEVADOUX, J, y M, BALIGH, 1986 a, "Consolidation after undreined piezocone penetration, I: Prediction," Jour, Geot, Eng,, ASCE, Vol, 112, nº 7,

LEVADOUX, J, y M, BALIGH, 1986 b, "Consolidation after undreined piezocone penetration, II: Interpretation," Jour, Geot, Eng,, ASCE, Vol, 112, nº 7,

LUNNE, T, ,T, EDISMOEN, D, GILLESPIE, J,D, HOWLAND, 1986, "Laboratory and field evaluation of cone penetrometers," Proc, Int, Symp, IN-SITU '86, Blaksburg, USA,

MITCHEL Y GARDENER, 1975 FWHA OLD

OLSEN, R,S,, 1984, "Liquefaction analysis using the cone penetrometer test," Proc, 8th World Conf, on Earthquake Eng, San Francisco,

OLSEN, R,S, y J,V, FARR, 1986, "Site characterization using the cone penetrometer test," Proc, Int, Symp, IN-SITU '86, Blaksburg, USA,

OLSEN, R,S, y J,K, MITCHEL, 1995, "CPT stress normalization and prediction of soil classification", Proc, Int, Symp, on Cone Pen, Testing, CPT’95, Linköping,

PAREZ, L, y R, FAURIEL, 1988, "Le piézocône, améliorations apportées á la reconnaissance des sols," Rev, Franc, Geot,, nº 44,

RANDOLPHM, F, y C,P, WROTH, 1979, "Ananalitical solution for the consolidation around a driven pile," Int, Jour, for Num, and Anal, Methods in Geomech,, Vol 3,

RIAUD, J,L, y MIRAN, J,, 1992, "The Cone Penetration Test," U, S, FHWA Report SA-91-043,

ROBERTSON, P,K, 1990, "Soil classification using the cone penetration test", Canadian Geotech, Journ,, Vol 27, nº 1,

ROBERTSON, P,K, y R,G, CAMPANELLA, 1983a, "Inaterpretation of cone penetration tests — Part I (Sand)," Canadian Geotechnical Journal, Vol, 20, Nº 4,

ROBERTSON, P,K, y R,G, CAMPANELLA, 1983b, "Inaterpretation of cone penetration tests — Part I (Clay)," Canadian Geotechnical Journal, Vol, 20, Nº 4,

ROBERTSON, P,K, y R,G, CAMPANELLA, 1985, "Evaluation of liquefaction potential of sand using the CPT," Jour, Geot, Div, ASCE, Vol III, 3,

ROBERTSON, P,K, y R,G, CAMPANELLA, 1986," Guidelines for use, interpretation and application of the CPT and CPTU," U B C Soil Mech, Series99, Civil Eng, Dep,, Vancouver,

ROBERTSON, P,K, y R,G, CAMPANELLA, 1988, "Guidelines for using the CPT, CPTU and Marchetti DMT for Geotechnical design," U,S,FHWA ReportPA-87-023+84-24,

ROBERTSON, P,K,, R,G, CAMPANELLA, D, GILLESPIE, J, GRIEG, 1986, "Use of the piezometer cone data," Proc, Int, Symp, IN-SITU '86, Blaksburg, USA,

SCHMERTMAN, J,H,, 1975, "Measurement of in situ shear strength," Proc, ASCE Spec, Conf, on In Situ Meas, of Soil Prop,, Raleigh, USA,

SCHMERTMAN, J,H,, 1978, "Guidelines for cone penetration test, performance and design," U,S, FHWA, Report TS-78-209,

SEED, H,B, e I,M, IDRIS, 1970 OLD

SEED, H,B,, I,M, IDRIS, I, ARANGO, 1983,"Evaluation of liquefaction using field performance data," Jour, Geot, Eng, ASCE, Vol 109, 3,

SENNESET, K,N, JANBU, G, SVAN, 1982, "Strength and deformation parameters from cone penetration tests," Proc, ESOPT II, Amsterdam,

SENNESET, K, y N, JANBU, 1984, "Shear strength parameters obteined from satic cone penetration tests," Symp, ASTM STP 883, San Diego, USA,

SMITS, F,P,, 1982, "Penetration pore pressure measured with piezometer cones," Proc, ESOPT II, Amsterdam,

SOPEÑA, L,M, y H, CANO, 1995, "The use of cone penetration testing in Spain (NR4)," Proc, Int, Symp, on Cone Pen, Testing, CPT’95, Linköping,

SUGAWARA, N, y M, CHICARIASKI, 1982, "An estimation of f ' by using the pore pressure cone penetrometer," Proc, ESOPT II, Amsterdam,

TAVENAS, F,, S, LEROUEIL, M, ROY, 1982, "The piezocone test in clays: use and limitations," Proc, ESOPT II, Amsterdam,

TEH, C,I, y HOULSBY, G,T,, 1991, "Ananalitical Study of the Cone Penetration Test in Clay," Géotechnique 41, Nº1,

TREADWELL, D,D,, 1975, "The influence of gravity, prestress, compressibility and layering on soil resistance to static penetration," University of California, Ph, D, Dissertation,

VESIC, A,S,, 1972, "Expansion of cavities in infinite soil masses," Jour, SMFD, ASCE, Vol 98, SM 3,

VILLET, W,C,B, y J,K, MITCHELL, 1981, "Cone resistance, relative density and friction angle," Symp, on Cone Penet, Test, and Exper, ASCE, St, Louis, USA

BIBLIOGRAFÍA DILATOMETRO DE MARCHETTI DMT
(Cortesía de Mr. S. Marchetti)

Para recabar más información acerca del Dilatómetro de Marchetti visite el sitio
www.marchetti-dmt.it
o contacte directamente con el Prof. Marchetti en
marchetti@flashnet.it.

BIBLIOGRAFIA PRESIOMETRO MÉNARD

AMAR, S; CALRKE, B,G,F,; GAMBIN, M,P, y ORR, T,LL, (1991) "The application of Pressurometer Test Results to Foundation Design in Europe", ISSMFE, Eur, Reg, Tech, Commitee nº 4, Ed, A,A, Balkema, Rotterdam,

ASTM D 4719-87 (1987), "Standard Method for Pressuremeter Testing in Soils",

BAGUELIN y JÉZÉQUEL (1972), "Expansion des sondes cylindriques dans les sols cohérents", Bull, Labor, Ponts et Chaus,, 61 VII-IX,

BRIAUD, J,L, (1991), "The Pressurometer",A,A,Balkema, Rotterdam,

CASSAN, M, (1982), "Los Ensayos ‘in situ’ en la Mecánica del Suelo, Tomo 1, Su Ejecución e Interpretación", Editores Técnicos Asociados, Barcelona,

CESTARI, F, (1990), "Prove Geotecniche in sito", Ed, Geo-Graph, Segrate,

CLARKE, B,G, (1989), "The Analysis and Interpretation of Pressurometer Tests", Int, Symp, on Recent Advances on Found, and Design, Río de Janeiro,

COSTET, J y SANGLERAT, G, (1985), "Curso Práctico de Mecánica del Suelo", Ed, Omega, Barcelona,

DEVINCENZI FABETTI, M, (1995), "Evaluación de la Mejora de las Características Geomecánicas de un Suelo Coluvial Inyectado por Gravedad mediante el Ensayo Presiométrico de Ménard", Ingeniería Civil, nº 97,

FINN,,P,S,; NIBSET, R,M, y HAWKINGS, P,G, (1986), "Guidance on Pressurometer, Flat Dilatometer and Cone Penetration Testing", Geol, Soc, Eng, Spec, Pub,, nº 2,

GAMBIN, M (1988), "Derivation of the Ménard Pressurometers Data", ISSMFE Eur, Committe on Pressurometer,

GAMBIN, M,; AMAR, S, y CLARKE, B,G, (1990), "The use of Pressurometers to Determine Soil Data for use in Design", ISSMFE 3^rd Int Symp, on Pressurometers,

JEZEQUEL, J,; LEMASSON, H, y TOUZE, J, (1968), "Le Pressiomètre Ménard", Bull, Labor, Ponts et Chaus,, nº 32,

MAIR, R,J, y WOOD, D,M, (1987) "Pressurometer Testing, Methods and Interpretation", Ed,, Ciria, Londres,

MENARD, L, (1975) "Règles d’utilization des essais pressiométriques pour le calcul des fondations", Ref, D-60, revisòn, Sols Soil Magazine, nº 26,

MENARD, L, (1976) "Règles relatives à l’ecécution des essais pressiométriques", Ref, D-10, revisòn, Sols Soil Magazine, nº 27,

MENARD, L y ROUSSEAU, J, (1962) "L’évaluation des tassements, Tendences Nouvelles", Sols Soil Magazine, nº 1,

NORME FRANCAIÇE NF P 94-110 (1991) "Sols Reconnaissance et Essaigs: Essai Pressiométrique Ménard",

VAN WAMBEKE, A, y d’HEMRICOURT , J, (1982), "Correlation between the results of Static or Dynamic Probing and the Pressurometer Tests", Proc, 2^nd Europ, Symp, on Penet, Testing (ESOPT), A,A, Balkema, Roterdam,

BIBLIOGRAFIA VANE-TEST

AAS, G. (1965). "A Study of the Effect of Vane Shape and Rate of Strain on the Measures Values of in-situ Shear Stregth of Clays". Procceed. VI ICSMFE, Vol 1; Montreal.

ASTM D-2573-72 (1978). Standard Method for "Field Vane Shear Stregth in Cohesive Soil".

BJERRUM, L. (1972). "Embankments on Soft Ground". ASCE Spec. Conf. Purdue Univ., Lafayette, Indiana.

BJERRUM, L. (1973). "Problems on Soil Mechanics and Construction on Soft Clays". General Report; VIII, ICSMFE, Vol 3, Moscú.

CADLING, L. y ODENSTAD, S (1950). "The Vane Borer; an Apparatus for Determining the Shear Strength of Clay Soils Directly in the Ground". Royal Swedish Geotech. Inst., Procceed. 2 (1950).

CASSAN, M. (1982). "Los Ensayos ‘in situ’ en la Mecánica del Suelo. Tomo 1. Su Ejecución e Interpretación". Editores Técnicos Asociados, Barcelona.

CESTARI, F. (1990). "Prove Geotecniche in sito". Ed. Geo-Graph, Segrate.

FLAATE, K. (1966). "Factors Influencing the Results for the Vane Borer. Oslo.

LACASSE, S.; LADD, C.C.; BALIGH, M.M. (1978). "Evaluation of Field Vane, Dutch Cone Penetrometer and Piezometer Devices". MIT, Constr. Facil. Divs. Dpt. of Civil Engng.

PILOT, G. (1972). "Rupture d’un remblai sur sols compressibles". Bull. de liaison Lab. Pont et Chaussées, nº 61.

ROY, M. y LEBLANC, A. (1986). "Facteur Influençant la Mesure au Scissomètre". Bull. de liaison Lab. Pont et Chaussées, nº 144.

TORTENSSON, B. (1977). "Time-Dependent Effects in the Field Vane Test". Proc. Int. Symp. on Soft Clay. Bangkok.

WIESEL, C.E. (1973). "Some Factors Influencing In-Situ Vane Test Results".VIII ICSMFE, Moscú, Vol. 2.