U.S. NAVAL CIVIL Engineering laboratory 



PORT HUENEME. CALIFORNIA 93041 



DIRECT SHEAR TEST WITH DIRECT PLOTTING LANGUAGE - FORTRAN II-D 



COMPUTER - IBM 1620 I I 



REPORT R-566. 



U.S. NAVAL CIVIL ENGINEERING LABORATORY 

 PORT HUENEMEf CALIFORNIA 93041 



TRIAXIAl COMPRESSION TEST WITH DIRECT PLOTTING LANGUAGE - FORTRAN II-D 



COMPUTER - IBM 1620 I I 



(COPY ON FILE AT NODC) 



REDUCES THE DATA FROM TRIAXIAL COMPRESSION TESTS AND PLOTS STRESS VS. 

 STRAIN WITH HEADINGS FoR SAmPLE IDENTIFICATION. LATERAL PRESSURE, ETC. 

 ANOTHER PROGRAM REDUCES THE SAME RAW DATA AND PRESENTS THE RESULTS IN 

 THE FORM OF TABULATIONS, ONE FOR EACH TEST. LISTINGS AND DESCRIPTIONS 

 FOR BOTH PROGRAMS INCLUDED IN AN NCEL REPORT, REF. NO. R-566, By M.C. 

 HIRONAKA. 



U.S. NAvAl CIVIl ENGINEERING LABORATORY 

 PORT HUENEME, CALIFORNIA 93041 



CONSOLIDATION TEST (E VS. LOG TIME PLOT) LANGUAGE - FORTRAN II-D 



COMPUTER - IBM 1620 II 

 (COPY ON FILE AT NODC) 



REDUCES THE DATA OBTAINED From THE CONSOLIDATION TEST READINGS. INPUT 

 INCLUDES SAMPLE IDENTIFICATION AND CHARACTERISTICS, AND TEST CHARAC- 

 TERISTICS. THE OUTPUT FROM THIS PROGRAM IS IN TWO FORMS — PlOTS AND 

 PUNCHED CARDS. THE LOG OF TIME IS PLOTTED VS. THE VOID RATIO. THE 

 CARDS ARE USED AS INPUT TQ THE NEXT CONSOLIDATION TEST PROGRAM. 



U.S. NAVAL CIVIl ENGINEERING LABORATORY 

 PORT HUENEME, CALIFORNIA 93041 



CONSOLIDATION TEST (E VS. LOG P AnD C(V) VS. LANGUAGE - FORTRAN H-D 

 LOG P PLOTS) COMPUTER - IBM 1620 II 



(COPY ON FILE AT NODC) 



DEVELOPES PLOTS FOR VOID RATIO VS. LOG OF PRESSURE AND COEFFICIENT OF 

 CONSOLIDATION VS. LOG OF PRESSURE. THE INPUT TO THIS PROGRAM CONSISTS 

 OF THE OUTPUT CARDS FROM THE PREVIOUS PROGRAM TOGETHER WITH THE VALUES 

 OF VOID RATIO And PRESSURE AT 100 0/0 CONSOLIDATION AND THE TImE AND 

 VOID RATIO AT 50 0/0 CONSOLIDATION. THESE DATA WERE OBTAINED FROM THE 

 PLOTS OF VOID RATIO VS. LOG OF TIME In ACCORDANCE WITH THE TERZAGHI 

 CONSOLIDATION THEORY. EXAMPLES OF INPUT AND OUTPUT, WITH PROGRAM DE- 

 SCRIPTIONS AND LISTINGS, INCLUDED IN nCEl REPORT R-566 (FEB 68, 165 P) 

 BY MElVIN C. HIRONAKA. 



U.S. naval civil Engineering laboratory 



PORT HUENEME, CALIFORNIA 93041 



PERMEABILITY TEST WITH DIRECT PLOTTING LANGUAGE - FORTRAN II-D 



COMPUTER - IBM 1620 I I 

 (COPY ON FILE AT NODC) 



REDUCES TEST DATA AND PLOTS CURVE OF PERMEABILITY VERSUS TIME WITH AP- 

 PROPRIATE HEADINGS AND lABElS, USING IBM 1627 MODEL 1 PLOTTER. THE 

 PLOTTING SCALE IS A VARIABLE INCORPORATED IN THE PROGRAM, SINCE PERME- 

 ABILITY VALUES FOR FInE-GrAinED SOILS VARY THROUGHOUT A w I Dt RANGE. 

 REF. nCEl report R-566. AUTHOR — MELVIN C. HIRONAKA. 



PAGE 030 



