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Pile bearing capacity. Prediction vs. performance
38A
341 DESIMONE, SV GOULD, JP Performance of two mat foumdations on Boston blue clay. In Pea~fc~mmmce of earth and earth supported structures, VOi,2. Proc.~ Speciality Conference, Purd~le Univ. 1972. 9F, 2T, 1/2. ASCE, NEW YOEK,1972,P953-980. The aPl~oaeh employed for the design of mat foumdations for two structures in Massachusetts is presented, with a c~nparison of predicted mat settlements to t h o s e actn~]]y observed.
342 DAVISSON, MT SAT.Tk"Y,JR Settlement histories of four large tanks on ssnd. In Perfc~m~uce of earth amd earth supported wt~actures, Vol~2. Proc. Speciality Conference, Purdue Univ. 1972. 7F, 2T, 2R. ASCE, NE~ YORK, 1972, P ~ l - 996.
347 KOMORNIK; A WIS~WAN, G ZEITLEN, JG Building settlement on end-bearing driven piles. In Performance of earth and earth supported structures, Vol.2. Pr0c. Speciality Conference, Purdue Univ. 1972. 7F, 2T, SR. ASCE, NEW YORK, 1972, Pl135-1154.
3~ DAVISSON, MT Settlement histarles of two pile supported grain silos. In Perfo~amce of earth and earth supported structures, Vol.2, Prom. Speciality Conference, Purdue Univ. 1972 °7F. ASCE, NEW YORK, 1972, Pl155-1167. Descriptions of the sub-soil comditions, the structures, the settlement histories and the structural problems caused by the settlements are presented. Interpretations of observed behaviour utilizir~ soil mechanics theories are also included.
343 FISCHER, JA DETTE, JT SINGH, H Settlement Of a large mat on sand, In Performance of earth amd earth Suplx~ted structures, Vol.2. Prom. Speciality Co~feremce, Purdue Univ. 1972. 7F,1T. ASCE, NEW YORK,1972, P997-1018 • The perfc~mmmce of a 500 foot square concrete mat is presented. Settlements were monitored at regular intervals amd observed a~i computed results are coml~red. Several methods were considered in predicting settlements of the mat and these are compared with the observed values. M I T C ~ T~ RJ SANGREY, DA WEBB, GS Foumdations in the crust of sensitive clay deposits. In Performance of earth and earth support structures, Vol.2. Proc. Speciality Conference, Purdue Univ. 19~2. lOF, 2T, 29R. ASCE, N ~ IDRK, 1972, P1051-1072. Two layer isotropic elastic settlement theory is used to predict the settlement of foundations placed in the crust overlying relatively deep deposits of sensitive clays. ELLSTEIN, A Settlements development. Observed vs. predicted. In Performance of earth and earth supported structures, Vol.2. Proc; Speciality Conference, Purdue Univ. 1972. 3F, SR. ASCE, NEW YORK, 1972, PI073-I086 • A previously developed method for settlements magnitude amd development prediction is briefly described. Then a multistorey building, an embankment and an oil sterage tank, all of them on compressible soils, are analysed according to the method.
349 LEONARDS, GA Settlement of pile foumdations in granular soil. In Performance of earth and earth supported, structures, Vol.2. Prom. Speciality Conference, Purdue Univ. 1972. 12F, SR. ASCE, NEW YORK, 1972, Pl169-1184. 35o GIRAULT, P Settlement of some piled foundations in Mexico. In Performance of earth and earth supported structures, Vol.2. Prom. Speciality Cor~erence, Purdue Univ. 1972. 8F, 2T,8R. ASCE, NE~ YO~, i~7~ •Pii~5"!205.
3~ ~. GO BLE,GG RAUSCIqE,F Pile bearing cap~ucit/. ~rediction vs. performance. In Performance of earth and earth suppQrted structures, Vol.2. Proc. Speciality Conference, Purdue Uniy. 1972. 7F, BT,7R. ASCE, NEW YORK, 1972, P1243-1258. Stardard methods for the prediction of bearing capacity, as they are comnomly practiced are evaluated, in a study involving pile data from widely varied conditions.
352 MAZURKIEWICZ, BK The rupture figure for a double wall cofferdam. In Perfarmance of earth and earth supported structures, Vol.2. Proc. Speciality Conference, Purdue Univ. 1972. 7F,1T, VR. ASCE, NEW YORK, 1972, P1271-1281. A general description of the model tests and of the introduced method to calculate the stability of the investigated cofferdam type (double sheet wall with a fill of sandy soil) is given. A comparison of the measured parameters with those assumed in the theoretical investigations is also included.
3~ LUKAS, RG GNAEDI NGER, RJ Settl~nent due to chemical attack of soils. In Performance of earth amd earth supported structures, Vol.2. Prom. Speciality Conference, Purdue Univ. 1972 • 3F, ST, 9R. ASCE, NEW YORK, 1972, P1087-110~. The case histories of three sites where unexpected settlements, later found to be caused by chemical attack of soil, were encountered are presented. The corrective measures employed are described.
353 CUNNINGHAM, JA FERNANDEZ, Jl Performance of two slurry wall systems in Chicago. In PerfGrmance of earth amd earth supported structures, Vol.2. Proc. Speciality Conference, Purdue Univ. 1972. IlF,BR. ASCE, NEW YORK, 1972, P1425 -1449.
341 DESIMONE, SV GOULD, JP Performance of two mat foumdations on Boston blue clay. In Pea~fc~mmmce of earth and earth supported structures, VOi,2. Proc.~ Speciality Conference, Purd~le Univ. 1972. 9F, 2T, 1/2. ASCE, NEW YOEK,1972,P953-980. The aPl~oaeh employed for the design of mat foumdations for two structures in Massachusetts is presented, with a c~nparison of predicted mat settlements to t h o s e actn~]]y observed.
342 DAVISSON, MT SAT.Tk"Y,JR Settlement histories of four large tanks on ssnd. In Perfc~m~uce of earth amd earth supported wt~actures, Vol~2. Proc. Speciality Conference, Purdue Univ. 1972. 7F, 2T, 2R. ASCE, NE~ YORK, 1972, P ~ l - 996.
347 KOMORNIK; A WIS~WAN, G ZEITLEN, JG Building settlement on end-bearing driven piles. In Performance of earth and earth supported structures, Vol.2. Pr0c. Speciality Conference, Purdue Univ. 1972. 7F, 2T, SR. ASCE, NEW YORK, 1972, Pl135-1154.
3~ DAVISSON, MT Settlement histarles of two pile supported grain silos. In Perfo~amce of earth and earth supported structures, Vol.2, Prom. Speciality Conference, Purdue Univ. 1972 °7F. ASCE, NEW YORK, 1972, Pl155-1167. Descriptions of the sub-soil comditions, the structures, the settlement histories and the structural problems caused by the settlements are presented. Interpretations of observed behaviour utilizir~ soil mechanics theories are also included.
343 FISCHER, JA DETTE, JT SINGH, H Settlement Of a large mat on sand, In Performance of earth amd earth Suplx~ted structures, Vol.2. Prom. Speciality Co~feremce, Purdue Univ. 1972. 7F,1T. ASCE, NEW YORK,1972, P997-1018 • The perfc~mmmce of a 500 foot square concrete mat is presented. Settlements were monitored at regular intervals amd observed a~i computed results are coml~red. Several methods were considered in predicting settlements of the mat and these are compared with the observed values. M I T C ~ T~ RJ SANGREY, DA WEBB, GS Foumdations in the crust of sensitive clay deposits. In Performance of earth and earth support structures, Vol.2. Proc. Speciality Conference, Purdue Univ. 19~2. lOF, 2T, 29R. ASCE, N ~ IDRK, 1972, P1051-1072. Two layer isotropic elastic settlement theory is used to predict the settlement of foundations placed in the crust overlying relatively deep deposits of sensitive clays. ELLSTEIN, A Settlements development. Observed vs. predicted. In Performance of earth and earth supported structures, Vol.2. Proc; Speciality Conference, Purdue Univ. 1972. 3F, SR. ASCE, NEW YORK, 1972, PI073-I086 • A previously developed method for settlements magnitude amd development prediction is briefly described. Then a multistorey building, an embankment and an oil sterage tank, all of them on compressible soils, are analysed according to the method.
349 LEONARDS, GA Settlement of pile foumdations in granular soil. In Performance of earth and earth supported, structures, Vol.2. Prom. Speciality Conference, Purdue Univ. 1972. 12F, SR. ASCE, NEW YORK, 1972, Pl169-1184. 35o GIRAULT, P Settlement of some piled foundations in Mexico. In Performance of earth and earth supported structures, Vol.2. Prom. Speciality Cor~erence, Purdue Univ. 1972. 8F, 2T,8R. ASCE, NE~ YO~, i~7~ •Pii~5"!205.
3~ ~. GO BLE,GG RAUSCIqE,F Pile bearing cap~ucit/. ~rediction vs. performance. In Performance of earth and earth suppQrted structures, Vol.2. Proc. Speciality Conference, Purdue Uniy. 1972. 7F, BT,7R. ASCE, NEW YORK, 1972, P1243-1258. Stardard methods for the prediction of bearing capacity, as they are comnomly practiced are evaluated, in a study involving pile data from widely varied conditions.
352 MAZURKIEWICZ, BK The rupture figure for a double wall cofferdam. In Perfarmance of earth and earth supported structures, Vol.2. Proc. Speciality Conference, Purdue Univ. 1972. 7F,1T, VR. ASCE, NEW YORK, 1972, P1271-1281. A general description of the model tests and of the introduced method to calculate the stability of the investigated cofferdam type (double sheet wall with a fill of sandy soil) is given. A comparison of the measured parameters with those assumed in the theoretical investigations is also included.
3~ LUKAS, RG GNAEDI NGER, RJ Settl~nent due to chemical attack of soils. In Performance of earth amd earth supported structures, Vol.2. Prom. Speciality Conference, Purdue Univ. 1972 • 3F, ST, 9R. ASCE, NEW YORK, 1972, P1087-110~. The case histories of three sites where unexpected settlements, later found to be caused by chemical attack of soil, were encountered are presented. The corrective measures employed are described.
353 CUNNINGHAM, JA FERNANDEZ, Jl Performance of two slurry wall systems in Chicago. In PerfGrmance of earth amd earth supported structures, Vol.2. Proc. Speciality Conference, Purdue Univ. 1972. IlF,BR. ASCE, NEW YORK, 1972, P1425 -1449.